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| 1 | Supplying & fixing Horizontal Inferential MID & ISO certified DN15mm 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 fromsuccessful installation of the meter. |
| 2 | 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 consumptiontrend in tabular/geospatial view.e. Report Generation facility shall give output atleast in CSV/Txt/Xls format for bill generation, integration purpose. |
| 3 | 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 particulararea 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 waycommunications). 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 alimented with rechargeable batteries performing 2000 radio readings per day with fully charged batteries and compatible with android 5.0 or higher operating system |
| 4 | SITC of Long range wide area network Gateway which must be IP68 rated and must haveapproval/ 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 yearsfrom successful installation. |
| 5 | Annual charges for support and data management (Annual Cloud Server charges) |
| 6 | 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. |
| 7 | 450 mm dia. |
| 8 | . 400 mm dia. |
| 9 | 350 mm dia. |
| 10 | 300 mm dia. |
| 11 | 250 mm dia. |
| 12 | 125 mm dia. |
| 13 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm. |
| 14 | Excavation work by machanical means (Hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10sqm. On plan including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated soils as directed, within a lead of 50m. All kinds of earth. |
| 15 | 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). |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate of 40 mm nominal size). |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).. |
| 18 | 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. |
| 19 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 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). |
| 20 | 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. |
| 21 | Disposal of building rubbish / malba / 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. |
| 22 | 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) |
| 23 | 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) |
| 24 | 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 |
| 25 | 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. |
| 26 | Providing and fixing MDPE PE 80 Blue Pipe PN 16 for20 mm dia. (Make- Duraline, Ashirwad, Astral, Oriplast, JainIrrigation) |
| 27 | 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 complete as per direction of Engineer in Charge. 20 mm nominal outer dia Pipes. Internal work - Exposed on wall |
| 28 | Providing and fixing 15mm dia Brass ball valve/ wheel valve in possition including all materials, labours etc complete. |
| 29 | Providing and fixing brass bib cock of approved quality 15 mm nominal bore |
| 30 | Providing and fixing of Compression End Cap |
| 31 | Provide necessary T&P and cutting of following nominal dia of Cast Iron/Ductile iron (Spuns) pipes (Class 'LA' and 'A' for C.I. pipe and K-7 and K-9 for D.I. pipe) or specials including shaping and finishing the ends. |
| 32 | 80 mm |
| 33 | 100 mm |
| 34 | 125 mm |
| 35 | 150 mm |
| 36 | 200 mm |
| 37 | 250 mm |
| 38 | 300 mm |
| 39 | 350 mm |
| 40 | 400 mm |
| 41 | 450 mm |
| 42 | D.I Special of Class K-12 Confirming to is 9523-2000 Upto 600 mm dia |
| 43 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) D.I. K-7 Ductile Iron Pipes confirming to IS : 8329/2000 including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. |
| 44 | 100 mm Dia |
| 45 | 125 mm dia. |
| 46 | 150 mm dia. |
| 47 | 200 mm dia. |
| 48 | 300 mm dia. |
| 49 | 350 mm dia. |
| 50 | Providing and fixing D.I. / D.F. Sluice valves Conforming to IS:14846-2000 in position including all material,labourer, T&P etc. all complete. PN 16 |
| 51 | 250 mm dia. |
| 52 | 300 mm dia. |
| 53 | 400 mm dia. |
| 54 | Constructing masonry Chamber 120x120x100 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mmdeep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size), includingnecessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plasteringwith cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finishedwith 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 |
| 55 | Supply of all material, labour T&P etc. and provide Nala and Culvert crossing upto 60cm wide for laying of pipe line as per direction of engineer-in-charge. |
| 56 | 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 |
| 57 | 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') 65 mm dia |
| 58 | Providing & Fixing stand post type fire hydrant with 80mm dia fire hydrant valve confirming to IS:5290 (Flanged) including all material, labour, T&P complete. |
| 59 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable material in Cement Mortarwithin 50 metres lead as per direction of Engineer-in-charge. |
| 60 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) . |
| 61 | Provide 12 mm thick plaster in 1:6 (1 cement : 6 fine sand). |
| 62 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 ltr/10 sqm. ((Rs. 160.6 /1.18)= Rs. 136.10) |
| 63 | Repairing of leakage of Vertical pipe of OHT Including all Material, labourer and T&P |
| 64 | Upto 250 mm Dia. |
| 65 | Above 250 mm Dia. |
| 66 | Providing & fixing of Water Level Indicator |
| 67 | Providing & fixing of mosquito proof wire mesh over expanded metal jali for Ventilator |
| 68 | Providing & fixing of Lightening Arrester |
| 69 | Laying old cement cocrete interlocking paver blocks (Tiles) for Ist stage reinstatement on pipe line trenches laid in required line and level as per existing surface etc. all complete as per the direction of Engineer-in-charge. (Existing C.C. Interlocking tiles to be used |
| 70 | Demolishing dry brick pitching in floors, drains etc. including stacking ofserviceable material and disposal of unserviceable material within 50 metres lead |
| 71 | 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') 25 mm dia Please Enable Macros to View BoQ information |
