Municipal Affairs Department Tender

ROAD RESTORATION WORK : Box cutting or filling in Road Embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with Power Roller to proper camber and grade as per direction and satisfaction of Engineer-in-Charge including uprooting and removing plants and jungles when and where necessary. [Item No. 3.16(a)&(b), P-240, PWD (Roads) 2018] i) Depth upto 150 mm

Providing FHTC from the existing CI/DI/UPVC/HDPE/GI/ AC distribution pipeline by supplying & installing 10 mm NB Gun-metal Ferrule of approved make conforming to IS 2692:1989 with latest amendments, up to 450mm long with plumbing joint, brass over CP coupling at both ends with cap on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 20mm OD HDPE (PE100, PN16) pipe (average 15m length) with all necessary specials 1.0 metre below the ground connecting the ferrule/ flow control valve including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge and upto a point just inside the premises of the household or as directed by EIC. Supply and installation of a 15mm dia. alloy iron Bib Cock (tested to 21 Kg/cm2) above 1.0 Mtr. from ground, an alloy Stop Cock of 15 mm dia. with brass spindle (tested to 21 Kg/ cm2) to be fitted in a position as directed by E.l.C. G.l pipe of TATA make (medium duty) of 2 metre length with all necessary specials to continue from the end of the HDPE pipe & upto 1.0 m. above ground within the premises of household. Note: 1. Rate is inclusive of supply & delivery of tamper proof Flow Control Valve (FCV) cum Non Return Valve (NRV), made with solid steel bar (hexagonal and round) body & SS ball for float option, materials grade of Stainless Steel finished with CNC machining of size not less than 71 mm with connection size: 15mm Dia BSP thread, design and working in float principle (as per CPHEEO manual) including cost of materials, manufacturing, Loading , unloading, transit insurance and transportation. Manufactures must proride third party inspection report from PHE authorised Laboratory. Materials Grade of stainless steel made with SS316. Minimum 5 LPM discharge @ 0.5 bar pressure 2. The rate also includes excavation/dismantling of existing road crust upto the bottom of the distribution pipe and re-filling & repairing the pit/road by Plain cement concrete (mix 1:2:4), repairing of damages of drain, existing water supply line etc caused for providing house service connection. 3. Payment of supply and laying of 20 mm. OD HDPE (PE100, PN16) pipe with all necessary specials 1.0 m. below the ground will be made on actual measurement basis. The rate of this item is Rs. 117/- per metre.

Filling the pipeline withwater, testing hydraulically as per I.S3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). Item No. 9(B)(c) PHED 2019 B) For UPVC/HDPE Pipe c) 110mm dia (OD)

ROAD RESTORATION WORK : Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, inconformity with the Municipal/Corporation Rules for such disposal, loading in to truck  and  cleaning  the  site  in all respect as per direction of Engineer in charge. [Item No. 13, P-12, PWD (Building) 2017]

ROAD RESTORATION WORK : Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water,ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) Ref: Item No.1.3, Page-2, SOR 2018, Water Supply Works, UD&MA, GoWB

ii) For each additional depth of 150mm and part thereof

ROAD RESTORATION WORK : Providing and applying primer coat with CationicBitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of roadsurface and spraying primer using Mechanicalmeans including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) (Analysed Rate)

Add Cess 1%

Supplying HDPE(Materials gradePE-100) pipes conformingto IS4984-1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cuttingroad flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to bebrone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes,valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipes that joint can be monolithic)so as to facilitate the maintenance of pipe line locally as per conventional method in future.Item No. 4(A)(iii)(c) PHED 2019 (A) Pressure Rating : PN 6 (iii) Laying of pipe line including cost of pipe,  fittings/specials & valves. c) 110mm(OD)

Submission of complete detailed drawing of distribution system,  rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified  by SAE & AE in-charge  of  the  scheme. The above drawing will be  submitted in 5 copies. Item No. 11 of PHED 2019

ROAD RESTORATION WORK : Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. Item No. 1, Page-14, 3rd corrigendum, P.W.D (Building-2017)

Supply & installation of Multi Jet Class- B domestic/commercial water metering system (size15 mm) strictly conform to IS 779- 1994 (with all amendements) or MID with AMR compatibility .

ROAD RESTORATION WORK : Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H(5th Revision). (i) For Construction of Sub Base by compacting 1stclass brick aggregates (40 mm down) and sand (in proportion of 60:40). 1st class brick aggregates (40 mm down) ,min. Compacted thickness 150mm. (Analysed Rate)

Cleaning thoroughly the inner surface ofpipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorinenotlessthan15mg/ltrs.after24hrs.ofsuch filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered  if the contractor used water from deptt. source). Item No. 10(B)(c) of PHED 2019 B) For UPVC/HDPE Pipe c) 110mm dia (OD)