Madhya Pradesh Urban Development Company Limited Tender
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Madhya Pradesh Urban Development Company Limited - MPUDC Tender
Civil And Construction
Eprocure
Opening Date16 Jun 2022
Closing Date29 Jul 2022
Tender Amount₹ 24,81,08,061
Costs
EMD
₹ 21,10,000Document Cost
₹ 34,000Tender Fee
₹ 295
Description
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Contact
Tender Id
2022_MPUDC_209798_1Bid Award Id
ViewTender No
MPUDC/UDHD/ADB/4733/01Tender 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
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Geotechnical investigation (Safe Bearing Capacity of 15 t/m2 or as per the soil investigation report which ever is less), Designing (structurally, hydraulically & aesthetically), (Water retaining structure shall be designed by working stress method confirming IS 3370-2009) Constructing and commissioning Water Treatment Plant of 1.25 MLD Production capacity in 22 hour operation with aeration, chemical storage, chemical mixing arrangement, coagulation, sedimentation, rapid gravity filtration, Covered (RCC Roof) filter bed with side wall & glass windows & ventilation, sludge drying bed (atleast for 07 days drying time), back wash water storage tank, disinfection with chlorination (based on chlorine dosing rate of 5ppm), treated water storage for 45 minutes capacity and pump House, back wash water recovery plant, Sludge Sump, Water analysis laboratory, Annex Building, MCC panel room, control room, chlorine dosing tank, chlonator Room, Tonner room, Separate Administrative block (Min.107 Sq.m) , Staff Quarter (Min. 52 Sq.m.), 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 with toilet block (minmum 13 Sq.m), landscaping, both internal & external electrification, compound wall (2.10 m height above FGL), drainage, Internal roads & approach road CC as per MoRTH specifications of 3.75 m width & 100m length connected to exisiting main Road including cost of process design, cost of all civil, mechanical, electrical and instrumentation works. 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
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Electrical Feeder line to sub-station/Transformer
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Providing dedicated 33 kV feeder, 33/0.415KV transformer, HT feeder line feeder connection from nearest Tap point to Sub station on H-Beams 152X152 mm, 37.1 Kg/Mtr. Long supports using Specified conductor with average span of 40 mtr. for running of pumpsets of raw water pumphouses all complete. Transformer level 3 as BIS latest circular and MPEB regulations.
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At Intake Well
2.5
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Providing dedicated 33 kV feeder, 33/0.415KV transformer, HT feeder line feeder connection from nearest Tap point to Sub station on H-Beams 152X152 mm, 37.1 Kg/Mtr. Long supports using Specified conductor with average span of 40 mtr. for running of pumpsets of raw water pumphouses all complete. Transformer level 3 as BIS latest circular and MPEB regulations.
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At Water Treatment Plant
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Transformer/ Electrical Sub Station:
Design, supply at site, Installation, Construction, commissionin, Testing, Trial run of dedicated power supply system comprising of Electrical sub station comprising of Pole structure, all sub station accessories, civil, mechanical, electrical, instrumentation work & metering and Transformer with accessories etc. all complete as per BIS latest circular and MPEB Rules.
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At Intake Well
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Three phase 50HZ, 33/11 KV Delta/Star, Vector Group DYn11, two windings copper wound outdoor type, oil immersed, naturally air cooled Power level three Transformer with off load tap changer for electrical load of 100 kVA
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At Water Treatment Plant-
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Three phase 50HZ, 33/11 KV Delta/Star, Vector Group DYn11, two windings copper wound outdoor type, oil immersed, naturally air cooled Power level three Transformer with off load tap changer for electrical load of 100 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 for Raw Water Pumping Station conforming to the latest relevent IS Codes and within 5% of max. efficiency achieveable for the specified duty point asper 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 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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15.78 LPS discharge and 140.00 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 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 achieveable for the specified duty point asper 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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13.25LPS discharge and 41 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. Intake well Sump level, Electrical parameters, electrical trip signals, Flow & discharge pressure of RW pumps, pressure at common header.
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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 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 which ever is less. The cost shall be all inclusive of supply, erection and construction, all testing, disinfecting and commissioning of reservoir, maintenance gallery, Circular type spiral Stairs upto 15 m height and Dog-legged stairs for the height more than 15m, 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 spiral stairs/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, landscaping, construction of compound wall (2.10 m height above FGL) with gates, dressing up of area, construction of roads (CC as per MoRTH specifications of 3.75 m width & specified length as per Site condition) inside and outside the premises, construction of Security Cabin with toilet block (minmum 13 Sq.m), lighting arrangement inside the premises etc. complete in all respect as per Standard specifications, satisfaction of Engineer-In-Charge.
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2 Nos of OHT 100 KL Each & 15 M Staging Height
1
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Road Cutting And Earthwork (Road cutting should be done by cutter only)
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Dismantaling of flexible pavement and disposal of dismantled 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
255
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Granular Courses
510
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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 up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
3497.81
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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
40444.8
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Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20 cms. In depth including consolidation of each layer by ramming watering, lead upto 50 m and lift upto 1.50 m in all kind of soils
24101.85
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Pipelines & Connection
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Raw Water Pumping main/Clear Water Pumping / Feeder 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) & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-7) with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including testing of joint. DI Specials like All Bends, All Tees, Scokets and Flanges, civil structure for support of valve chambers etc. and Design, supply and installation of Surge Protection Device as required for Transmission main.
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150 mm Dia K7(Raw Water Pumping & Feeder Main)
3269
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150 mm Dia K9 (Raw Water Pumping Main)
17000
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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 mexchanical 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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110 mm Dia 6 kg/Sq.cm pipes
15395
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125 mm Dia 6 kg/Sq.cm pipes
7094
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140 mm Dia 6 kg/Sq.cm pipes
3009
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160 mm Dia 6 kg/Sq.cm pipes
2451
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180 mm Dia 6 kg/Sq.cm pipes
806
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Non Returing Valves
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 PN 1.0
2
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Butterfly Valve
Providing & fixing cast iron butterfly valves including jointing & testing with cost of jointing material such as bolts, nuts and rubber insertion all complete as per IS : 13095-1991 PN 1.6
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150 mm dia PN 1.6
2
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Sluice/Scour Valves for Raw & Clear Water Feeder Main & Disribution Network
Providing & fixing of following Ductile iron double flanged sluice valves glandless, resililent (soft seated) non-rising spindle with body bonnet of ductile iron of grade GGG 40/SGI 400/12 or equivalaent grade or of higher tensile strength grade, as per IS: 3896 part-II-1986 and subsequent revision, wedge fully rubber lined with EPDM food grade quality and seals of NBR. The valve should be with replaceable nut and replaceable sliding shoes, valve stems shall be of single piece thread rolled. Sluice valve shall be compitable for buried applications without valve chambers.
The valve should be vaccum tight and 100% leakproof with face to face dimensions as BS: 5163-89/ IS: 14846/2000/DIN 3204 F4 and flange connections as per IS: 1538. Valve should be with electrostatic powder coatilng both inside and outside (thickness 250 micron) with pocketless strailght thro body passage including jointing and testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.
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PN 1.0
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100 mm dia
25
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150 mm dia
10
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Air Valve with Isolation valve
Providing, supplying, fixing & testing at site ductile iron /Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve with isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done. all complete. (For PN 10 & 16)
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50 mm dia PN 1.6
40
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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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90X90X125 cm inside
25
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120X120X135 cm inside
50
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Thrust Block/other Valve Chambers & top RCC slab etc. as per Approved design & drawing
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PCC M-15
Providing & laying mechanically mixed cement concrete 20mm maximum size graded crushed stone including cost of centering & shuttering.) complete as per drawing and technical specifications.
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PCC Grade M15
20
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RCC M-20
Providing & laying mechanically mixed cement concrete 20mm maximum size graded crushed stone including cost of centering & shuttering.) complete as per drawing and technical specifications.
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PCC Grade M20
20
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RCC M-30
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including concrete laying, cost of centering, shuttering, finishing and 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-incharge. M-30 grade design mix reinforced cement concrete by using 405 kg. of cement per cum of concrete. All work up to plinth level excluding the cost of reinforcement complete as per drawing and technical specifications.
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RCC Grade M30
25
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Steel reinforcement
Providing and placing in position cold twisted or un-coated HYSD steel bar and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastage.
1250
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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.
1103.08
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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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150 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
1500
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20 mm size connection
50
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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.
1550
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Bulk Meters Woltman Turbine Bulk Meters Supply of Woltman Turbine Bulk meters class B, multijet, magnetically coupled as per specifications conforming to is 770/1994, ISO 4064/1 and EEC approved, 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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50 mm size connection
15
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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 ferrule conforming 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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110x15 mm
750
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110x20 mm
500
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160x15 mm
300
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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 including Compression fittings (90 Deg. Elbow threaded Female off take in Metal, reducer, Bend etc.). The cost shall include testing of all materials, Inspection charges, transportation upto site, transit insurance, loading, unloading, stacking complete in all respect
PVC Ball Valve with Compression & Female Threads
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20 mm size
7500
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25 mm size
250
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PVC Ball Valve with Compression & Female Threads Providing & Supply 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, suitable for food products & drinking water, female threads in accordance with ISO:7/BS:21/ IS: 554 and shall be inclusive of all cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. complete. PVC Ball Valve with Compression & Female Threads
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20 x 15 mm
1500
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25 x 20 mm
50
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20 mm nominal bore
1550
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Providing and fixing G.I. Elbow in G.I.Pipe line i/c cutting threading testing etc. complete (old workconfirming to IS 1879)-15mm dia
1550
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Providing and fixing G.I. Nipple of minimum length in G.I.Pipe line i/c cutting, thrading, testing and carriage etc. complete (old workconfirming to IS 1879) 15mm dia
1550
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Brick Chamber for HSC multi story appartment block
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Road Gully Chambers :- Construction of Brick masonry road
gully chambers with brick work in cement mortar 1:5 (1 cement: 5 course sand ) and 12mm plaster 1:3 including foundation in cement concrete grade M-5 (Nominal Mix) with stone aggregate 40mm nominal size Including precast reinforced cement concrete top cover and frame. (As per Drawing No. 18)
50
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GI Pipe Supply laying, installation of GI pipe 32 mm dia (medium class) for encasing the MDPE service pipes at places of drainage crossings
3100
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GI Pipe
Providing and fixing of medium grade G.I. Pipes medium class (ISI mark) complete with G.I fittings (ISI mark) and claps (with 2 nails), including cutting and making good the walls: 15 mm dia. nominal bore
1550
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Providing and fixing G.I. socket in G.I.Pipe line i/c cutting, thrading, testing etc. complete (old workconfirming to IS 1879) 15 mm dia. nominal bore
4650
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Water Tap
Providing and fixing Stainless Steel (medium grade) water taps (ISI mark,) complete with fittings& labour etc. 15 mm dia. nominal bore
1550
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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)
510
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Construction of granular sub-base by providing Coarse graded material (CBR30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400
510
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Construction of hard shoulder with approved material selected soil having CBR12 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 relevent clause of 400 of the specification.
1275
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 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.
204
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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.
2550
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Tack Coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributar prepare bitumnious/granular surface cleaned with mechanical broom and as per relevent clauses of sction-503 (@0.25kg/Sqm (Normal Bituminous surface)
2550
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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, 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 desdired compaction complete in all respects and as per relevant clauses of section 504
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For Grading I bitumen content 3.3%
204
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Seal Coat
Providing, laying and rolling of close-graded premix surfacing/mixed seal surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type- A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen to the 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, and finishing to required level and grade and as per relevant clauses of section-508.
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VG-30 bitumen
2550
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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 200 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. (Deduct Rs. 190/- from qoted rate if Paver with electronic sensor not used and laying, compaction is done by any other method)
1797.19
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Cement Concrete Pavement M-40
Construction of dowel jointed, plain cement concrete pavement in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, 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 with electronic sensor, 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, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section-602 of of MORTH specifications complete but excluding cost of steel in dowel bar & tie rod etc. (Deduct from Item Rs.335/- Per Cum from qoted rate if paver with electronic sensor is not used and laying, compaction is done by any other method)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.
20
-
-
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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 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 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar,tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2011 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 (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.)
1797.19
-
-
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Cement Concrete Pavement M-20
Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying without paver compacting by use of any other Method 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. (Deduct Rs. 319/- per Cum. from qoted rate if paver with electronic sensor is not used and laying, compaction is done by any other method (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.)
1797.19
-
-
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Providing and laying factory made cement concrete interlocking 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 Sqm compacted bed of stone dust sand, filling the joints with coarse sand etc.all complete as per the direction of Engineer-in-charge.
-
-
-
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100 mm thick CC Paver block of M-40 grade with approved colour, design and pattern
500
-
-
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80 mm thick CC Paver block of M-40 grade with approved colour, design and pattern
1000
-
-
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Carriage of material by mechinacal transport including loading unloading and stacking etc.
-
-
-
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Upto distance 1000 m
6025.46
-
-
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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.
50
-
-
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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.
2000
-
-
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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
30
-
-
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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
-
-
-
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Tables
2
-
-
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Chairs
5
-
-
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Interiors
1
-
-
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Communications,telephone,internet
1
-
-
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Networking Costs
1
-
-
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Toilet
1
-
-
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Sign Boards, Leaflets
1
-
-
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Equipment
-
-
-
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Leak detection ground phones
2
-
-
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Electronic Pipe locaters
1
-
-
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Air compressor + Jack hammer
1
-
-
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HDPE Pipe welding sets
1
-
-
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Mobile Genertor
1
-
-
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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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-
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Fixed Lump Sum Monthly O&M Fee “Ff”
120
-
248400
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Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
3202173.63
-
-
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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
-
-
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Year 7 replacements
1
-
-
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Year 8 replacements
1
-
-
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Year 9 replacements
1
-
-
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Year 10 replacememts
1
-
-
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Provisional Sums
-
-
-
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Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archeological Survey of India and similar organizations
1
-
20000000
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Provision towards costs associated with Social safeguards inluding IEC activities
1
-
1500000
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Provision towards costs associated with Environmental safeguards including EMP implementation
1
-
2500000
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Network expansions if required beyond the present scope
1
-
1000000
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Nalla crossings, shifting of utilities and miscellaneous works
1
-
1000000
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Sub-Total Bill Price
-
-
-
Evaluation Notes How It Works ?
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