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| 1 | RENOVATION OF WTA FOR MAJOR RLI |
| 2 | Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete. |
| 3 | 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 perdirection of Engineer-in-Charge. |
| 4 | i)315 mm.OD. |
| 5 | i)200 mm.OD. |
| 6 | ii)140 mm.OD. |
| 7 | 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. |
| 8 | 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). |
| 9 | 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.(d) With local hard blackstone variety chips. (a) By Pakur Varity |
| 10 | 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.(i) Pakur variety. |
| 11 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 12 | 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 intersection, complete as per drawing and direction.(i) Tor steel/Mild Steel |
| 13 | Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete.(a) In foundation and plinth. |
| 14 | 12.5 cm thick 1st class brick in cement mortar (1:4) in ground floor including, scaffolding, racking out joints etc complete. |
| 15 | 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) 15 mm thick plaster. (With 1:6 cement mortar) |
| 16 | Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.NOTE:Cement 0.152 cu.m per100 sq.m |
| 17 | Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.) |
| 18 | Erection, fitting, fixing of set of G.I Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive of transportation from departmental store to work site). |
| 19 | Labour charges for fitting and fixing 150 mm. dia Alfa Alfa valve with 160 mm. dia ciass-ll U. P.V.C riser 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. |
| 20 | Placing and positioning the Centrifugal pump motor set on the pump base/pump house floor, alligning properly with necessary packing and fixing the set with holding down nuts and washer including cutting holes of requisite size in the floor / base, grouting the bolts and mending good all damages- complete as per direction of Engineer-in-Charge. |
| 21 | Testing of pipe line system against leakage by fillinh the distribution chamber with water and supplying water through the entire pipe line net work for atleast 4 (Four) hours including hiring and transport of suitable generstor , pump , tools and plants, fuel and lubricants and installation of the pump connecting the same with pipe line network making necessary electrical connection and dismantling all these after completion of test all complete as per direclion cf Engineer -in - Charge. b)( i) For Major RLI |
| 22 | Supplying, fitting and fixing including transportation of sign board for identifying the exact location of RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C |
| 23 | Supplying 1 m x 0.6 m x 24 swg MS board containing list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house. |
| 24 | Labour Charges for fitting, 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)(a) 150 mm. dia. ERW pipe. |
| 25 | (b) 150mm. dia. C.I. sluice valve. |
| 26 | 4% Extra Carraige except (item no 1.01,1.08,1.09, 1.16, 1.2) |
| 27 | Add GST @ 18% on (Item 1.01 to 1.25) |
| 28 | Add Cess @ 1% on (Item 1.01 to 1.26) |
| 29 | Total value of works |
| 30 | PROCUREMENT- A. UPVC and P.V.C. PIPES & ACCESSORIES |
| 31 | Supply of 315 mm OD, Class - l Rigid PVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges. |
| 32 | Supply of 200 mm OD, Class - l Rigid PVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges. |
| 33 | Supply of 140 mm OD, Class - l Rigid PVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges. |
| 34 | Supply of 140 mm OD, Class - Il Rigid PVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges. |
| 35 | Extra Coupler(cl-II) for 315 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement. |
| 36 | Extra Coupler(cl-II) for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement. |
| 37 | Extra Coupler(Cl-II) for 140 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement. |
| 38 | 200x200x 200 mm P.V.C. Tee with free solvent cement: IS 10124/2009 Part-5(Class-II) |
| 39 | 140x140x 140 mm P.V.C. Tee with free solvent cement, IS 10124/2009 Part-5(Class-II) |
| 40 | 160 x 140 Reducer(cl-II) with free solvent cement. IS 10124/2009 Part-3 with latest ammendment |
| 41 | 200 x 140 Reducer(cl-II) with free solvent cement. IS 10124/2009 Part-3 with latest ammendment |
| 42 | 200 mm. dia 60 degree bend(cl-II) ( IS. No. 10124/2009 Part- 9 with latest amendment, Table-I ) |
| 43 | 315 mm. dia 60 degree bend(cl-II) ( IS. No. 10124/2009 Part- 9 with latest amendment, Table-I ) |
| 44 | 140 mm. dia 90 degree bend (cl-II) ( IS. No. 10124/ 2009 Part- 8 with latest amendment, Table-I ) |
| 45 | 140 mm. dia 60 degree bend(cl-II) ( IS. No. 10124/ 2009 Part- 9 with latest amendment, Table-I ) |
| 46 | 140 mm.dia IS.NO.10124/2009 Part-4 with latest amendment.PVC End Cap.(cl-III) |
| 47 | 200 mm.dia IS.NO.10124/2009 Part-4 with latest amendment.PVC End Cap.(cl-III) |
| 48 | 160 mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II) |
| 49 | 200 mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II) |
| 50 | 315 mm dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II) |
| 51 | 150mm dia PVC Flexible hose pipes IS 15265/2003 with latest ammendment |
| 52 | Solvent cement extra (Medium duty) IS 14182/1994 with latest ammendment |
| 53 | 150 mm Dia Hose Clamp with nut bolt M.S. Hose Clamp: 150 mm Nominal Dia M.S Heavy Duty Hose Clamp 2.0 mm thich, 45 mm width fitted with 10 mm dia, 100 mm long MS Galvanized nuts and bolts full threaded with washer (2 sets TATA/GKW make) suitable for 150 mm (internal dia) suction/deliver hose. Parent material should confirm to Grade B of IS 2062/1999. one coat of Black Japan (Type B). |
| 54 | B. M.S / G.I. ACCESSORIES |
| 55 | 150 mm. dia G. I. pipe with both end flange (6m length) For pipe: 1239(Part1)/2004 and flange : IS 6392/1971 (Table-17) |
| 56 | G.I Water Distribution Unit for Major RLI Scheme(2 nos chamber for 1 set) with all necessary inlet & outlet fittings and accessories. |
| 57 | 150 mm dia Alfa Alfa Valve (Type C/ Annex-G) |
| 58 | 150 mm dia C.I Tail piece one ends flanged (23 mm flange thickness), drilled as per IS 6392(Table-17) and other end grooved, overall length (175+/-15) mm with 7 nos grooves. Material shall be cast iron confirming to grade FG200 of IS 210. One coat of Black Japan (Type B) corfirming to IS 341/1973. casting shall have less than 12.5 micron surface. |
| 59 | Supply of 150 mm dia C.I. sluice valve with Hand wheel for water workas purpose confirming to ISI : 14846/2000 with latest ammendments. Parts of the valve shall be manufacture from basic materils and the valves should be tested for (Closed end test ) against Hydrostatic test requirement. |
| 60 | Foundation Bolt for Distribution Chember (Quadruped & Tripod)& engine manufactured from 20 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of Bolt is 375+10 mm in length & 20 mm in nominal diameter with Nut & 2 Nos Washer (As per Anexure-E) theaverage weight of such Bolt. 1.1 Kg per bolt with tolerance in weight of each Bolt @ +/-10%. |
| 61 | Foundation Bolt 5/8\\"x10\\" for Electro motor pumping set with Nut & 2 nos washer. The average weight of such bolts to be 400 gm per bolts with tolerance in weight of each bolt @+/- 10%. |
| 62 | Supply of 150mm dia. 90 Degree MS bend both (with priming) |
| 63 | Supply of 150mm dia. 90 Degree MS bend both end flanged conforming to IS 1239(Part-2)/2011 with latest amendments thereof (4.8mm thick wall thickness) |
| 64 | 150 mm C.I Foot Valves, complete set heavy duty (Flanged end & swing type) suitable for 150 mm with latest amendments (weight 25 kg approx.). The disc face will be made of lather and strainer made of galvanized steel. The valve shall be tested for (closed end test) against Hydrostatic test requirement IS 4038/1986 (Table-17) |
| 65 | 500 mm dia Compressed Asbestos Fibre Jointing for Quadrupod Set (for raised surface fro Flange as per IS 6392) 500mm dia. |
| 66 | M.S. Hexagonal Head Bolts & Nuts conforming to IS : 1363 (Part-I)/ 1992 of product Grade-C with latest amendments for Bolts & IS: 1363 (Part-3)/ 1992 of Product Grade-C with latest amendments for Nutrs Properties / class for Bolt - 4,6 & for Nut-4.5. |
| 67 | M-20 X 80 mm |
| 68 | M-20 X 100 mm |
| 69 | M.16x65 mm |
| 70 | M 16x80 mm |
| 71 | M 16x 50 mm |
| 72 | Foot valve leather washer 150 mm dia |
| 73 | Supply & transport of Rubber Insertion 5 mm thick with proper reinforcement 2 Ply conforming to I.S.638/79 with ISI Mark with latest ammendments duly ISI Marked suitable for M.S. Flange as per I.S.6392/71 with standard drilled holes (Table-11.17) |
| 74 | 300 mm dia(Table-11 & 5) |
| 75 | 200 mm dia(Table-11 & 5) |
| 76 | 150 mm dia(Table-17 & 5) |
| 77 | 80 mm dia(Table-17) |
| 78 | Total value of supply material Please Enable Macros to View BoQ information |
