Renovation Of Barkhanpur (State Own And Operated) Major Rli Scheme Under Sarasari Mukhamantri (Core Sector) Programme 2025-26 Under Champadanga (A-M) Sub-Division Under Chinsurah (A-M) Division In The District Of Hooghly - 1 Supply of Materials: Supply of 315 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II)As per IS 4985:2000 with latest amendments 2 Supply of 200 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II)As per IS 4985:2000 with latest amendments 3 Supply of 140 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II)As per IS 4985:2000 with latest amendments 4 Supply of 140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II)As per IS 4985:2000 with latest amendments 5 Supply of 200 mm dia P.V.C. Equal Tee as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) 6 Supply of 140 mm dia P.V.C. Equal Tee as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) 7 Supply of 315 mm diaF.T.P. as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) 8 Supply of 200 mm diaF.T.P. as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) 9 Supply of 160 mm diaF.T.P. as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) 10 Supply of 160 X 140 mmP.V.C. Reducer (Class-II) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) 11 Supply of200 X 140 mmP.V.C. Reducer (Class-II) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) 12 Supply of 200 X 160 mmP.V.C. Reducer (Class-II) 13 Supply of 200 X 60º P.V.C. Bend s per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) 14 Supply of 140 X 60º P.V.C. Bend s per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) 15 Supply of 140 X 90º P.V.C. Bend s per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) 16 Supply of 200 mm diaP.V.C. End Cap(Cl-III) 17 Supply of 140 mm diaP.V.C. End Cap(Cl-III) 18 Supply of 315 mm dia P.V.C.Extra Coupler (Class-II) 19 Supply of 200 mm dia P.V.C.Extra Coupler (Class-II) 20 Supply of 140 mm dia P.V.C.Extra Coupler (Class-II) 21 Supply of 160 mm dia P.V.C.Extra Coupler (Class-II) 22 Supply of Solvent Cement(Exra) 23 M.S. ACCESSORIES: Supply and Delivery of Quadrupped Set for Major RLI Scheme 24 Supply of 150 mm dia C.I. Sluice Valve as per IS 14846(ISI MARKED) 25 Supply and Delivery of 150 mm dia NB Foot Valve (Flanged type) IS -4038 / 1986 26 Supply of 150 mm dia Alfa Alfa type Valve (C type) (ISI MARKED) 27 Supply of Galv. MS Flanged Pipe ISI marked- IS: 1239, Galv- IS4736 150mm.dia (4.8mm) (ISI MARKED) 28 Supply of 90 degree G.I Bend (both end flanged-ISI marked-IS 1239,Galv- IS4736150 mm dia bend 29 150 mm dia bend (With priming) 30 Supply and Delivery of MS Hose Clamp 150 mm dia 45mm width 2.0mm thick 31 Supply and Delivery of 150mm dia. CI Tail piece one end flanged other end grooved. 32 Supply and Delivery of Foundation Bolt For Distrubution Chamber 33 Supply and Delivery of Foundation Bolt For Diesel Engine pump set 34 Supply and Delivery ofNuts & Bolts M 20x80 mm. 35 Supply and Delivery ofNuts & BoltsM 20x100 mm. 36 Supply and Delivery ofNuts & BoltsM.16x65 mm 37 Supply and Delivery ofNuts & BoltsM 16x80 mm 38 Supply and Delivery ofNuts & BoltsM 16x50 mm 39 Supply and Delivery of Compresed Asbestos fibre jointing for Quadruped & Tripod set( for raised surface of Flange as per IS-6392) 500 mm.dia (Table-5) 40 Supply and Delivery ofISI marked P.V.C.Flexible Hose pipeas per IS 15265 - 150 mm dia 41 Supply and Delivery of150 mm dia Foot Valve Leather Washer 42 Supply and Delivery of Rubber Insertion (for raised surface of Flange as per IS-6392) 300 mm.dia( Table-11) 43 Supply and Delivery of Rubber Insertion (for raised surface of Flange as per IS-6392) 200 mm.dia( Table-11) 44 Supply and Delivery of Rubber Insertion (for raised surface of Flange as per IS-6392) 200 mm.dia( Table-5) 45 Supply and Delivery of Rubber Insertion (for raised surface of Flange as per IS-6392) 150 mm.dia( Table -17) 46 Supply and Delivery of Rubber Insertion (for raised surface of Flange as per IS-6392) 150 mm.dia( Table -5) 47 Supply and Delivery of Rubber Insertion (for raised surface of Flange as per IS-6392) 80 mm.dia( Table -17) 48 Laying of WTA : Earthwork in excavation of foundationtrenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a)Depth of excavation not exceeding 1500 mm 49 Earthwork in excavation of fieldtrenches as per designed section & alignment for laying of pipe lines(PVC,RCC,ACP etc.) uptoa depth of 1500 mm in all sorts of soil including removing, spreading or stacking extra earth as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom as required complete 50 Laying of P.v.C. pipes of different diameters within field trenches in curve /straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge.a) 315 mm dia 51 b) 200 mm dia 52 c) 140 mm dia 53 Earth work in filling in trenches after laying pipe lines (PVC,RCC,ACP etc.)with good earth obtained from excavation of field trences in layer not exceeding 225 mm , including watering & ramming etc. layer by layer complete.(payment will bemade on the basis of measurement of finished quantity of work) 54 Filling in foundation or plinth by Silver sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand. 55 Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints withlocal sand. 56 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) Pakur vareity 57 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) Pakur vareity 58 Hire and labour charges for shuttering with centering and necessary staging upto 4 metre 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 (upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge 59 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. For works in foundation, basement and uptoroof of ground floor / upto 4m. Tor steel/Mild steelI. SAIL/ TATA/RINL ( i)For foundation Blocks of Water Distribution System 60 Brick work with Ist class brick incement mortar (1 : 6) . (a) In foundation and plinth 61 Brick work with Ist class brick incement mortar (1 : 6) . (a) In superstructure ground floor. 62 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. 63 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar (c) 15 mm thick plaster. 64 Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete. 65 Fitting and fixing of M.S. / G.I. / C.I.accessories and special in pipe line (accessories & special to be supplied departmentally) including supply of jointing materials viz.rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-in-Charge.a) 150 mm dia sluice valve 66 Labour Charges forfitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. (i)150 mm. dia. ERW pipe. 67 Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive oftransportation from departmental store to work site) 68 Supplying, fitting and fixing including transportation of Sign board ofMS fabricated Structure Sheet Size 2 m x 1 m x 1.5 mm thick, MS flat bar (40 mm x 6 mm) welded with frame with 2 nos. MS Angle post (45 mm x45 mmx6mm) of 2.44 m length embeded 0.6 m into 1:2:4 Cement Concrete pasting flex on the MS Sheet ( 2 m x 1 m) as approved signage. This will include Civil construction works of foundation, Painting , material , fitting fixing and labour complete as per Drawing and direction of EIC. 69 Placing and positioning the centrifugul pump motor base/ pump house floor aliging property with necessary packing and fixing the set with holding down nuts and washer including cutting holes of requisite size as complete and direction of EIC.20 HP capacity 70 Labour charges for fitting, fixing 150 mm. Dia. Alfa-Alfa valve with 140 mm. dia.P.V.C. pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C.End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete. 71 Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in- Charge. for Major 72 For Water transmission Arrangement of RLI I4% extra over the schedule rates, save & except for earth work in excavation & filling works, will be allowed for extra carriage by cart I boat I head load besides initial transport by truck etc.
