Public Health Engineering Department Tender

c) 100 mtr. to 120 mtr.

Lowering and placing of filter assembly of required length and Extraction and partening off the casing pipe of required length.

Mobilisation and transportion of the Rig machine and its accessories and others materials, etc. to the site.

Development of the tubewell by Air Compressor and BHT/ other suitable pump and Yield Testing by BHT/ other suitable pumping machinery upto the satisfaction of EIC. It includes arrangement of all machinery, supply of fuel & lubricants, laborers, any others etc.

Supply and Delivery of 183 mm ID/196 mm OD MSERW fin cut pipe

Supply and Delivery of 125 mm dia LCG/HDPE/other suitable filter

Supply and Delivery of Bit tube (1.5mtr. Long) for Odex-165

Supply and Delivery of Casing Shoe (for Odex-165)

Packer Assembly (for Odex-165)

Supply and Delivery of MS TW Specials (Clamp, Cap, Bail plug, Lugs, Ring etc.)

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. a) River bazree

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes a) River bazree

125mm thick brick work with 1st class brick in cement morter (4:1) in ground floor.

Plaster(to wall,floor,ceiling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface,including throading, nosing and drip course where necessary. I) In Ground floor (a) With (6:1) cement morter , 20.mm thick plaster

Priming one coat on steel and other metal surface with synthetic enamel/ oil bound primer of approved quality including smooth ening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc, on the surface if necessary: (a) On steel or other metal surface. i) Two coats (with any shade except white.)

Brick work with 1st class bricks in cement morter (4:1) (a) In Foundation & plinth.

Supplying 1.5 mm thick M.S. sheet fitted and fixed on one or both faces of M.S. / WI gate etc. with point etc. With point welding at not more than 150 mm apart compleye in all respect as per design including cost of labour and materials.

M.S.works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged;making holes drilled and fitted to rafter of trusses with necessary bolts, nuts,washeror screws etc. (length of straight not less than 230 mm)

Galvanised corrugated iron sheet work (excluding the supporting framework fitted and fixed with 10 mm.dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap an done corrugation minimum side lap. (Payment to be made on area of finished work) (GCI sheet to be supplied by contractor) i) In roof i) With 0.60 mm thick sheet

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (ii) 25 mm. thick

Providing FHTC from the Existing CI/DI/UPVC/HDPE/GI/AC distribution pipe line by installing 10 mm NB Gun-metal Ferrule Conforming to IS 2692-1989 on the Said Pipe Line with supply, Fiiting and fixing of all other accessories like saddle piece of required size to fit the existing Distribution Pipe Line , Specials, Nut and Bolts , ribber sheet, washers etc. and supply & laying of 15 mm NB PVC (Schedule 80)/20 mm OD HDPE (PE 100, PN16)/20mm OD PPR-C (Class - SDR7.4 / PN16) pipe (average 15 mtr length) with all necessary specials 1.0 mtr below the ground connecting the ferrule including cutting trenches in all sorts of soil and filling up trenches as per direction of Engineer In Charge & upto a point just inside the premises of the House Hold or as Directed By EIC. Supply and Installation of a 15 mm dia. Alloy Iron Bib Cock (Tested to 21 kg/cm2) above 1.0 mtr frok 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.I.C. GI pipe (Medium duly) of Required length with all necessary specials to continue from the end of the HDPE / PVC pipe and upto 1.0 mtr above ground within the premises of House Hold. Note : 1. PVC pipe shall of Schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 2. P'PR-C (Poly propylene Random copolymer) pipe shall be 3-layer confirming to IS:15801 UV stabilised & anti-microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random/fittings. 3. Rate is exclusive supply and delivery of 10mm NB gun-metal Ferrule. Supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100,PN16)/30mm OD PPR-C (Class - SDR7.4/PN16) pipes.

i) Upto 10 mtr. length

ii) Above 10 Mtr. upto 20 Mtr. Length

Making Village road (average 3m width) crossing by horizontal auger boring for Accomodation of laying of average 3 (three) nos. 15 mm dia GI pipes for FHTC or as per direction of Engineer In Charge.

Collection of Household Details at prescribe Format Through Mobile App /Hard Copy including Geo- Reference as directed by EIC and Submission of the same to PHE Dte in soft Copy.

Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate). i) 150 mm dia

ii) 100 mm dia

iii) 80 mm dia

Supply at site/local store CIPE/CISS specials as per relevant I.S. specification with latest amendments including cost of loading, carrying, unloading, stacking properly and sales tax & all other charges etc. complete as per direction of E.I.C (Mode of Messurment wii be on book meight) & specials.

Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. i) 80 mm dia to 150 mm dia

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. i) Upto 150 mm thick

Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984- 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 cutting road 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 be brone 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 pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future. (A) Pressure Rating : PN 6 (ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves. i) 75 mm OD

Cleaning thoroughly the inner surface of pipe 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 chlorine not less than 15mg/ltrs. after 24hrs. of such 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) i) 75 mm dia

Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (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 i) 75 mm dia

Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns lintels curved or straight including fitting fixing and striking out after completion of works.

i) 25mm to 30mm thick shuttering without staging in foundation.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. a) For work in foundation,basement and upto roof of ground floor/upto 4M. Tor Steel (JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL)

Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.

Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store. N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item ii) No payment will be made without hydraulic test of the pipe line either part or full iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.

i) 100 mm dia

ii) 150 mm dia

Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (Rubber gasket will be supplied departmentally)

i) 100 mm dia

ii) 150 mm dia

Making C.I. Jeffy joint for all diameter.

Supply of CI Jeffy Coupling at site as per IS specification.

i) 150 mm dia

ii) 100 mm dia

iii) 80 mm dia

Water sample collection and chemical test including Arsenic Test.

Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list. i) 100 mm dia

Add GST @ 18%

Add Labour Welfare Cess @1%