Water Resources Department-WRD has published Renovation Of New Major Rli On Turnkey Basis I . E By Supplying Materials At Baganchra-Ii Major Rli Scheme Under Santipur Block Under Kalyani ( A-M ) Division Under Ridf-Xxvi Programme. Submission Date for this Tender is 02-02-2021. Lift Irrigation Tenders in Kalyani(A-M) Division, Kalyani, Nadia West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Renovation of new MAJOR RLI on Turnkey basis i.e by supplying materials at Baganchra-II Major RLI under Santipur Block under Fulia (A-M) Workshop Sub-Division within Kalyani (A-M) Division under RIDF-XXVI. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | RENOVATION OF WTA FOR MAJOR RLI | |||
| 2 | 1.01 | 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 . | 2900 | m³ | |
| 3 | 1.02 | Laying of UPVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surfac | |||
| 4 | 1.021 | i)315 mm.OD. | 498 | m | |
| 5 | 1.022 | i)200 mm.OD. | 1200 | m | |
| 6 | 1.023 | ii)140 mm.OD. | 2502 | m | |
| 7 | 1.03 | 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. | 110 | m2 | |
| 8 | 1.04 | Filling in foundation or plinth by fine 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) | 5.5 | %m3 | |
| 9 | 1.05 | Ordinary Cement concrete (1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering, reinforcement, if any, in ground floor as per relevant IS code. a) Pakur Variety (Stack yard to site distance= 40 KM) | 10.5 | m3 | |
| 10 | 1.06 | 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. (Stack yard to site distance= 40 KM) | 5 | m3 | |
| 11 | 1.07 | 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). Above 30 mm. to 37 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 37 | m2 | |
| 12 | 1.08 | Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of rods, initial straightening of bend bars excluding coil bars and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 1.626 mm (16 SWG) black annealed wire at every inter section complete as per drawing and direction including cost of wire upto 1st floor level. \nFor Tor steel, SAIL/TATA/RINL | 0.15 | MT | |
| 13 | 1.09 | Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete in foundation and plinth. | 26 | m3 | |
| 14 | 1.1 | 12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete. | 29 | m2 | |
| 15 | 1.11 | 15 mm thick plaster (to wall, floor, ceiling etc.) with (1:6) sand and cement mortar including rounding off or chamfering corners, as directedand racking out joints or roughening of concrete surface including throating. Nosing and drip course as necessary | 270 | m2 | |
| 16 | 1.12 | Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. | 270 | m2 | |
| 17 | 1.13 | 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.) | 2600 | m3 | |
| 18 | 1.14 | Labour charges for fitting and fixing and laying , where necessary of fowlling M.S/G.I. /E.R.W pipes and accessories (to be supplied deparmentally) including transportation of the same cutting, threading, jointing & making leak proof threaded / flanged joints at site, by using scoket/ rubber insertion, nuts and bolts etc., maintaing the proper alignment and level / all complete / as per direction of E-I-C. | |||
| 19 | 1.141 | 1 a) 150 mm dia. For other District. | 150 | m | |
| 20 | 1.15 | Erection, fitting and fixing set of M.S Quadrupped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Majori RLI scheme.(Rate inclusive of transportation from Deptt. Store to work site). | 1 | Each Set | |
| 21 | 1.16 | Priming one coat on timber, plastered surface with synthetic enamel/oil boud primer of approved quality including smoothening surfaces by sand papering etc. | 50 | m2 | |
| 22 | 1.17 | 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. (b) On steel surface (Normal gloss).Two coats (with any shade except white). | 50 | m2 | |
| 23 | 1.18 | Labour charges for fitting and fixing 140 mm. dia flape valve with 140 mm. dia class-II 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 flap valve with rubber insertion , nuts and bolts etc. complete. | 24 | Each | |
| 24 | 1.19 | Labour charges for fitting, fixing (150 mmx200 mm) dia MS expander with 200 mm dia UPVC pipe with the help of PVC flanged tail piece by joining flanged end of tail piece and expander with rubber insertion nuts and bolts and P.V.C end of tail piece with 200 mm dia. UPVC pipe with coupler all complete. | 6 | Each | |
| 25 | 1.2 | Labour charges for fitting & fixing of 150 mm dia Sluice Valve. | 11 | Each | |
| 26 | 1.21 | Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme ( one at rode side and other at site) the board will be made 3 mm thick MS plate of 300 mm X 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-I) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soilng. This will include one materials and labour complite as per drawing and direction of EIC. | 1 | LS | |
| 27 | 1.22 | Suppling 1 mtr x 0.6 m x 24 swg MS board contaning 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. | 1 | LS | |
| 28 | 1.23 | 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 direction of Engineer -In -Charge. | 1 | Each | |
| 29 | 1.24 | Transportation of Diesel Engine pumping set / Electro-Motor pumping set for Major R.L.I. of any make/brand with necessary fixtures viz. M.S. bend, M.S. Pipes, Rubber Hose Pipe, Manifold, Surge tank, foot valve, non-return valve, tail piece, hose clamp, sluice valve, priming chamber etc. over Pucca/Kancha road from Sub-Divisional Store to worksite excluding loading at the lifting point and unloading at the delivery point. (a) Distance upto 50 km. | 2 | Set | |
| 30 | 1.25 | Installation of Diesel Engine /Electro-Motor pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper (to be supplied departmentally) by fixing nuts and bolts and making connection of suction hose and foot valve with necessary fittings at the inlet end of the water pump and fitting fixing of 90° M S priming bend, sluice valve and delivery hose with all necessary fittings at the delivery end of the water pump, duly connected with the pipe line, maintaining proper alignment and level including cutting holes on the wall of the pump house where necessary, mending good damages after completion of the works as per direction of Engineer-in-charge. (Pump set and all accessories will be supplied departmentally). | 2 | Set | |
| 31 | 1.26 | 4% Extra Carraige except item no 1,1.01,1.13. | 0.04 | Set | |
| 32 | 1.27 | Add GST @ 12% on (Item 1.01 to 1.26) | 1 | INR | |
| 33 | 1.28 | Add Cess @ 1% on (Item 1.01 to 1.27) | 1 | INR | |
| 34 | 2 | PROCUREMENT- A. UPVC and P.V.C. PIPES & ACCESSORIES | |||
| 35 | 2.01 | 315 mm. dia P.V.C. pipe Class- I ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement. | 498 | m | |
| 36 | 2.02 | 200 mm. dia P.V.C. pipe Class- I ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement. | 1200 | m | |
| 37 | 2.03 | 140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/1988 with latest amendments with free solvent cement. | 2502 | m | |
| 38 | 2.04 | 140 mm. dia P.V.C. pipe class-II ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amending with free solvent cement. | 36 | m | |
| 39 | 2.05 | 200X200X200 mm dia P.V.C. Equal Tee I.S.I. with free solvent cement. | 12 | Each | |
| 40 | 2.06 | 140X140X140 mm dia P.V.C. Equal Tee I.S.I. with free solvent cement. | 19 | Each | |
| 41 | 2.07 | 315 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P. | 2 | Each | |
| 42 | 2.08 | 200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P. | 8 | Each | |
| 43 | 2.09 | 140 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.. | 25 | Each | |
| 44 | 2.1 | 200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement. | 12 | Each | |
| 45 | 2.11 | 160 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement. | 25 | Each | |
| 46 | 2.12 | 200 mm. dia 60 degree ( IS. No. 10124/88 Part- 8 with latest amendment ) bend | 3 | Each | |
| 47 | 2.13 | 140 mm. dia 90 degree (IS. No. 10124/ 88 Part- 8 with latest amendment) bend | 37 | Each | |
| 48 | 2.14 | 140 mm. dia 60 degree ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend | 19 | Each | |
| 49 | 2.15 | 200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap. | 2 | Each | |
| 50 | 2.16 | 140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap. | 2 | Each | |
| 51 | 2.17 | Extra Coupler for 315 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement. | 5 | Each | |
| 52 | 2.18 | Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement. | 36 | Each | |
| 53 | 2.19 | Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement. | 150 | Each | |
| 54 | 2.2 | 150 mm dia P.V.C.Flexible Hose | 60 | m | |
| 55 | 2.21 | Extra Solvent cement I.S. 14182-1994 with latest amendments | 10 | Lit | |
| 56 | 2.23 | B. M.S / G.I. ACCESSORIES | |||
| 57 | 2.24 | G.I. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set) | 1 | Set | |
| 58 | 2.25 | 150 mm. dia I.S.I. mark and specification, Pn- 1.4 CI sluice valve | 11 | Each | |
| 59 | 2.26 | C.I. Foot valve ( 150 mm. dia) heavy duty flange type W/t. 28 Kg + 5% IS: 4038/1986 with latest amendment ISI marked (FlangeType) | 2 | Each | |
| 60 | 2.27 | 150 mm dia CI Alfa-Alfa Valve as per specification (IS) | 25 | Each | |
| 61 | 2.28 | G.I 150 mm dia 90º M.S bend (With priming arrangement) ISI mark | 2 | Each | |
| 62 | 2.29 | G.I 150 mm dia 90º M.S bend both end flanged as per IS Specification | 8 | Each | |
| 63 | 2.3 | 150 mm dia G.I . E.R.W. Pipe with flange. For Other District. | 144 | m | |
| 64 | 2.31 | M.S. Hose Clamp 150 mm dia | 20 | Each | |
| 65 | 2.32 | Nipple one end groved & other end threaded/ both end groved 150mm dia. | 8 | Each | |
| 66 | 2.33 | Foundation Bolt | |||
| 67 | 2.331 | For Distrubution Chamber | 44 | nos | |
| 68 | 2.332 | For Electro motor Pump Sets | 8 | nos | |
| 69 | 2.34 | Nuts & Bolts (G.I) | |||
| 70 | 2.341 | M 20x80 mm. | 153 | Kg. | |
| 71 | 2.342 | M 20x100 mm. | 60 | Kg. | |
| 72 | 2.343 | M.16x65 mm | 28 | Kg. | |
| 73 | 2.344 | M 16x80 mm | 11 | Kg. | |
| 74 | 2.345 | M 16x 50 mm | 15 | Kg. | |
| 75 | 2.35 | Foot valve Lather washer 150mm.dia | 2 | Each | |
| 76 | 2.36 | Compresed Asbestos fibre jointing for Quadruped & Tripod set( for raised surface of Flange as per IS-6392) 500mm.dia(Table-5) | 6 | Each | |
| 77 | 2.37 | Rubber Insertion 5 mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest ammendments ( for raised surface of Flange as per IS-6392) | |||
| 78 | 2.371 | 300mm.dia( Table-11) | 2 | Each | |
| 79 | 2.372 | 300mm.dia( Table-5) | 4 | Each | |
| 80 | 2.373 | 200mm.dia( Table-11) | 6 | Each | |
| 81 | 2.374 | 200mm.dia( Table-5) | 12 | Each | |
| 82 | 2.375 | 150mm.dia( Table -17) | 57 | Each | |
| 83 | 2.376 | 150mm.dia( Table -5) | 14 | Each | |
| 84 | 2.377 | 80 mm.dia(Table-17) | 2 | Each |
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