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| 1 | Supplying & fixing Horizontal Inferential MID & ISO certified DN 15 mm Multijet Type AMR / AMI Water Meters with RF based Walkby, Driveby / Long range wide area network network, having meter body made up of Engineering Plastic/ Brass/ Bronze/SS, with no retrofits (Water meter body and RF module should be from same manufacture) and thread end connection- screwed with certification compliance according to IS-779 1994 or ISO 4064: 2005 with valid CE mark mentioning notified body number. Company should have MID (Module D & Module B) certification and ISO 9001:2008 & ISO 17025 certification from a recognized international laboratory and having copper can with 5 mm thickness mineral glass for anti-tamper and IP-68 protection class, suitable against antifraud attempts. The AMR meter shall facilitate Single Command based reading, minimum 90days historical data retrieve facility and minimum reading distance more than 0.5 km with web based software and android based web app and also have facility to communicate and store hourly/daily water consumption and be able to report device-based alarms on the cloud-based meter data management software. O&M must have local R&D centre in India. AMR meter should be warranted for not less than 10 years from successful installation of the meter.DN 15 mm |
| 2 | Providing and fixing Ultrasonic Water Flow Meter for Bulk Pipe lines inline type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated { with five year battery life) communication : UART/RS485, suitable against antifraud attempts etc. including all necessary fittings complete. |
| 3 | 400 mm dia nominal bore |
| 4 | 350 mm dia nominal bore |
| 5 | 300 mm dia nominal bore |
| 6 | 250 mm dia nominal bore |
| 7 | SITC of Hand held device (compatible with the AMR Water Flow Measurement Device) shall have the onsite search facility to locate the exact physical location of water meter in particular area up to 500 meters and to obtain the corresponding details of it. Meter reading device should communicate seamlessly though Bluetooth to terminal and BT/RF to master unit (two way communications). It shall be equipped with battery charge indicator and radio communication with Radian compatible mode along with radio signal reception from the meter. It shall also be |
| 8 | SITC of Cloud (SaaS) based Integrated web based meter data management system & unified dashboard with following minimum system requirement upto metered end points :- a. Meter Data Collection on secured protocols for Radio Frequency or any third party fixed network. b. Meter Reading and Route Management facility. Software shall upload routs from reading device through GSM/GPRS/USB/Cable and meter reading device shall send data to the server through GSM/GPRS. c. The software should manage customizable list of message codes for Meter Reader. d. Report meters with No reads/Zero consumption/report alarms and abnormal consumption trend in tabular/geospatial view. e. Report Generation facility shall give output atleast in CSV/Txt/Xls format for bill generation, integration purpose. |
| 9 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints completeas per direction of Engineer in Charge. 20 mm nominal outer dia Pipes. Internal work - Exposed on wall |
| 10 | Providing and fixing brass bib cock of approved quality 15 mm nominal bore |
| 11 | Providing and fixing 15mm dia Brass ball valve/ wheel valve in possition including all materials, labours etc complete. |
| 12 | Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. |
| 13 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 14 | Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : |
| 15 | Brick on edge pavement with straight overburnt bricks laid on edge including preparation of subgrade to prescribed camberand including supply of briks, fillingj oints with local sand and spreading blinding coat 1cm (3/8\\")depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 16 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 17 | SS Flow Control Non Return Valve for Avg. Flow 5 lpm. Material of construction to be SS 304. Connection threading IS:554 BSPT, ISO: 7-1. Valve consiste of proprietary design which regulates the designed flow. All machined parts shall be manufactured on CNC lathe machine. Casting is not allowed. The valve is designed to prevent illegal tapping of water by using electric suction motor.Flow control Valve (SS) 5 lpm (Ave. Flow at 0.5 - 1.0 kg/ cm2) |
| 18 | Making ferrule connection in the existing main of D.I., G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. Ferrule Connection (Labour cost only) |
| 19 | Providing of Clamp saddles should be Non corrosive Engineering Plastic body moulded with Stainless steel threaded metal insert for tapping outlet. Clamp saddles for service connection from water distribution mains shall be of wrap around design, wide skirt and wide straps support, which shall reinforce the pipe while providing excellent stability to the saddle. Clamp Saddles for service connections shall be of fastened straptype with threaded (as per IS:554) (latest version) female outlet of Stainless steel for service connection. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal which increases with increase in the line pressure. Saddle straps shall be made of plastic with or without metal reinforcement depending on size and injection molded to prevent galvanic corrosion over the long service life. For 80mm to 400mm dia D.I. Pipe |
| 20 | Providing & Fixing of 20 mm dia PP Compression Metal Insert Female Thread Adaptor with SS304 material with BSP Threads as per ISO 14236 standard. Body, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin ),Packing bush- Polypropylene, “O” ring – NBR.Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the NABL laboratories and certificate of compliance to be produced. |
| 21 | Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing o fconcrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. |
| 22 | Providing and fixing MDPE PE 80 Blue Pipe PN 16 for20mm dia. (Make- Duraline, Ashirwad, Astral, Oriplast, JainIrrigation) |
| 23 | Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, laying & jointing of full length S&S centrifugally cast (spun) ductile iron pipes including supply of all type specials required for jointing of pipes & 'EPDM' rubber gaskets confirming to IS:5382-1985 with testing of pipe line complete. D.I. pipe S&S K-7 (Distribution System) |
| 24 | 100 mm |
| 25 | 125 mm |
| 26 | 150 mm |
| 27 | 200 mm |
| 28 | 250 mm |
| 29 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 30 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 31 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 32 | Providing and fixing D.I.D/F sluice valves comforming to IS:14846(latest version) in Position including all material ,labourer,T&P etc Completer PN 10 100 mm diameter (Class II) |
| 33 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) 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 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 34 | D.I Special of Class K-12 Confirming to is 9523-2000 Upto 600 mm dia |
| 35 | Disposal of Road rubbish/ malba/ earth/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 36 | Carting,Fixing of Inogration or foundation stone at site with suitable frame as per direction of engineer incharge |
| 37 | Shifting / repair of existing water supply line and house connections coming in the alignment of pipe line15mm dia including supply of all material ,labour, T&P etc. complete as per direction of engineer in charge. |
| 38 | Nala crossing (0.60M x 0.45 M) coming in the alignment of pipe line including supply of all material, labour, T&P etc. complete as per direction of Engineer-in-charge |
| 39 | Temporary Laying old cement cocrete interlocking paver blocks (Tiles) of pipe line trenches laid in required line and level as per existing surface etc. including preparing of surface complete as per the direction of Engineer-in-charge. (Existing C.C. Interlocking tiles to be used) |
| 40 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. G.I. PIPE CONFORMING TO IS : 1239(PART-1) Medium Duty (Class 'B') 80 mm dia |
| 41 | Installation of Steel product Pipe By HDD method including preparing and setting up the plant and equipment, making string of new pipe work material, installing new Pipe string and making the system ready for commissioning by HDD operation except sewer line and pipe pressure mains installation .including all related civil and mechenical works like excavation shoring /strutting etc drilling .stringing reaming and pulling back the new pipe work on the designed bore path alignment proper disposal of drilling fluid and back fill after completion all inclusive as per ind stt :101-2018; Code of Practice for Horizontal Direction drilling Technique suiting Indian Condition. Up to 110 mm dia in Mixed Soil. |
| 42 | Providing of all material ,carting from site store to site of work ,lowering into trenches with true to aligment laying of MSERW pipe incl. jointing welding ,cutting etc complete 100mm thickness 4.2mm |
| 43 | SITC of Long range wide area network Gateway which must be IP68 rated and must have approval/ certification of Wireless Planning & Coordination from competent authority, supporting the 865 MHz band with an 8 – channel capacity and up to 27 dBm output power for extended coverage. For flexible connectivity, it must provide Ethernet (PoE), Optional 4G LTE, Wi-Fi (2.4 & 5 GHz). The gateway must support mPower TM Edge Intelligence for on- device data processing and cost optimization. Security features must include secure boot, encrypted communication, and cloud based remote management. It should support LENS for large – scale private Long range wide area network and bulk provisioning of end nodes. Designed for easy installation, it must offer multiple mounting options, high-gain antennas, cables and PoE power input (37-57 VDC) for reliable operation in extreme conditions (-40° to 70°C) and with all required accessories complete. Gateway system should be warranted for not less than 05 years from successful installation. |
| 44 | Annual charges for support and data management (Annual Cloud Server charges) Please Enable Macros to View BoQ information |
