Water Resources Department-WRD has published Renovation ( Including Supply ) Of Lohana State Owned Old Major Rli Scheme Under Monteswar Block Sanctioned Under Ridf-Xxvi Programme Under Memari ( A-M ) Sub Division Under Burdwan ( A-M ) Division In The District Of Purba Bardhaman. Submission Date for this Tender is 30-01-2021. Lift Irrigation Tenders in Lohana under Monteswar Block West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Construction ( Including Supply) of Water Transmission Arrangement at Lohana Major RLI Scheme Renovation work sanctioned under RIDF - XXVI Programme under Monteswar Block under Memari (Agri-Mech) Sub-Division under Burdwan (Agri-Mech) Division. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of WTA for Major RLI-Earth work in excavation of field trenches as per designed section & alignment for laying of pipe lines (PVC, RCC, ACP etc) upto a depth of 1500 mm in all sorts of soils 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. [Vide Page no.5 of Annexure-I, item no.1(2.00) of WRDD Schedule] | 2840 | m cub | |
| 2 | 2 | Earth work in filling in trenches after laying of pipe lines (PVC, RCC, ACP etc) or plinth with good earth, 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). [Vide Page no.5 of Annexure-I, item no.2(2.00) of WRDD Schedule] | 2670 | m cub | |
| 3 | 3 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) 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. \n[Vide Page no.1, item no. 2(a) of PWD Schedule]\n(a) Depth of excavation not exceeding 1,500 mm. | 0.371 | m cub | |
| 4 | 4 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)\n[Vide Page no.1, item no. 3(a) of PWD Schedule]\n(a) With earth obtained from excavation of foundation. | 0.059 | m cub | |
| 5 | 5 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water, ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)\n[Vide Page no.1, item no. 1 of PWD Schedule 5th CORRIGENDA & ADDENDA] | 0.101 | m cub | |
| 6 | 6 | 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 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.\n[Vide Page no.5 of Annexure-I, item no. 1(A) of WRDD Schedule] i) 315 mm.OD. | 498 | m | |
| 7 | 6.01 | II) 200 mm OD | 1200 | m | |
| 8 | 6.02 | III) 140 mm OD | 2502 | m | |
| 9 | 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.\n[Vide Page no.1, item no. 1 of PWD Schedule 3rd CORRIGENDA & ADDENDA] | 126.53 | m sq | |
| 10 | 8 | 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\nas per relevant IS codes.\na) Pakur Variety\n[Vide Page no.13, item no. 33 of PWD Schedule 3rd CORRIGENDA & ADDENDA] | 17.23 | m cub | |
| 11 | 9 | Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)\n(f) 25 mm to 30 mm shuttering without staging in foundation\n[Vide Page no.43, item no. 36(A) of PWD Schedule] | 48.45 | m sq | |
| 12 | 10 | 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.\n[Vide Page no.43, item no. 1 of PWD Schedule 9th CORRIGENDA & ADDENDA]\n(a) For works in foundation, basement and upto roof of ground floor / upto 4m.\n(i) Tor steel/Mild Steel I. SAIL/TATA/RINL | 0.73 | M.T | |
| 13 | 11 | Brick work with 1st class bricks in cement mortar (1:4)\n(a) In foundation & plinth\n[Vide Page no.1, item no. 3 of PWD Schedule 3rd CORRIGENDA & ADDENDA]] | 23.75 | m cub | |
| 14 | 12 | 125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.\n[Vide Page no.3, item no. 8 of PWD Schedule 3rd CORRIGENDA & ADDENDA] | 28.8 | m sq | |
| 15 | 13 | 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] [Vide Page no.50, item no. 1 of PWD Schedule 3rd CORRIGENDA & ADDENDA] (ii) with (1:4) cement mortar, \n (b) 15 mm. thick plaster | 253.71 | m sq | |
| 16 | 14 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.\nNOTE : Cement 0.152 cu.m. per 100 sq.m.\n[Vide Page no.192, item no. 15 of PWD Schedule] | 253.71 | m sq | |
| 17 | 15 | 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.\n[Vide Chapter no.6.2, item no. 2 of WRDD Schedule ] (i) 150 mm. dia. ERW pipe. for WTA | 150 | m | |
| 18 | 16 | 150 mm dia C.I. Sluice Valve | 11 | Each | |
| 19 | 17 | Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI\nScheme. (Rate inclusive of transportation from departmental store to work site).\n[Vide Chapter no.6.2, item no. 12 of WRDD Schedule ] | 1 | Each set of 1st & 2nd | |
| 20 | 18 | Labour charges for fitting, fixing 150 mm. Dia. Alfa-AIfa valve with 160mm. dia. 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.\n[Vide Chapter no.6.2, item no. 3 of WRDD Schedule ] | 25 | each | |
| 21 | 19 | Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme (one at road side and other at site) the board will be made of 3 mm thick MS plate of size 300 mm × 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 ward Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling. This will include materials and labour complete as per drawing and direction of EIC.\n[Vide Chapter no.6.2, item no. 17 of WRDD Schedule ] | 1 | LS | |
| 22 | 20 | 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.\n[Vide Chapter no.6.2, item no. 18 of WRDD Schedule ] | 1 | LS | |
| 23 | 21 | Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entire pipe line net work for at least 4 (four) hours by running the departmental Deasel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge.\ni) For Major R.L.I.\n[Vide Chapter no.6.2, item no. 7 (b) (i) of WRDD Schedule ] | 1 | Each System | |
| 24 | 22 | For Water transmission Arrangement of RLI/Tube well 4% extra over the schedule rates,save & except fo rearth work in excavation & filling works,will be allowed for extra carriage by cart/boat/head load besides initial transport by truck etc.Except Item no. (1,2,3,4) [Vide Chapter no.2, item no. 11 of WRDD Schedule ] | 1 | Each System | |
| 25 | 23 | Adding 12 % GST ( Item No-1 to 22) | 1 | INR | |
| 26 | 24 | `Adding Cess 1%( Item No-1 to 23) | 1 | INR | |
| 27 | 25 | Procurement of Material 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 | |
| 28 | 26 | 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 | |
| 29 | 27 | 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 | |
| 30 | 28 | 140 mm. dia P.V.C. pipe Class-II ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement. | 36 | m | |
| 31 | 29 | 200X200X200 mm dia P.V.C. Equal Tee with free solvent cement. | 12 | Each | |
| 32 | 30 | 140X140X140 mm dia P.V.C. Equal Tee with free solvent cement. | 19 | Each | |
| 33 | 31 | 315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P. | 2 | Each | |
| 34 | 32 | 200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P. | 8 | Each | |
| 35 | 33 | 140 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.. | 25 | Each | |
| 36 | 34 | 200 X 140 mm IS dia.P.V.C. Reducer (Class-II) with free solvent cement. | 12 | Each | |
| 37 | 35 | 160 X 140 mm IS dia.P.V.C. Reducer (Class-II) with free solvent cement. | 25 | Each | |
| 38 | 36 | 200 mm. dia 600 ( IS. No. 10124/88 Part- 8 with latest amendment ) bend | 3 | Each | |
| 39 | 37 | 140 mm. dia 900 (IS. No. 10124/ 88 Part- 8 with latest amendment) bend | 37 | Each | |
| 40 | 38 | 140 mm. dia 600 ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend | 19 | Each | |
| 41 | 39 | 200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap. | 2 | Each | |
| 42 | 40 | 140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap. | 2 | Each | |
| 43 | 41 | Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement. | 5 | Each | |
| 44 | 42 | Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement. | 36 | Each | |
| 45 | 43 | Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement. | 150 | Each | |
| 46 | 44 | 150 mm dia ISI marked P.V.C.Flexible Hose pipe as per IS 15265 | 60 | m | |
| 47 | 45 | Extra Solvent cement I.S. 14182-1994 with latest amendments | 10 | Lit | |
| 48 | 46 | G.I. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set) | 1 | Set | |
| 49 | 47 | 150 mm. dia I.S.I. mark and specification Pn- 1.4 ,C.I sluice valve | 11 | Each | |
| 50 | 48 | 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 | |
| 51 | 49 | 150 mm dia CI Alfa-Alfa Valve as per specification (IS) | 25 | Each | |
| 52 | 50 | G.I 150 mm dia 90º M.S bend (With priming arrangement) ISI mark | 2 | Each | |
| 53 | 51 | G.I 150 mm dia 90º M.S bend both end flanged as per IS Specification | 8 | Each | |
| 54 | 52 | G.I 150 mm dia E.R.W. Pipe with flange | 144 | m | |
| 55 | 53 | M.S. Hose Clamp150 mm dia | 20 | Each | |
| 56 | 54 | Nipple one end groved & other end threaded/ both end groved150mm dia. | 8 | Each | |
| 57 | 55 | Foundation Bolt (M.S/GI ) For Distrubution Chamber | 44 | Nos | |
| 58 | 55.01 | For Electro motor Pump Sets | 8 | Nos | |
| 59 | 56 | Nuts & Bolts (G.I)M 20x80 mm. | 153 | Kg | |
| 60 | 56.01 | M 20x100 mm. | 60 | Kg | |
| 61 | 56.02 | M.16x65 mm | 28 | Kg | |
| 62 | 56.03 | M 16x80 mm | 11 | Kg | |
| 63 | 56.04 | M 16x 50 mm | 15 | Kg | |
| 64 | 57.01 | Foot valve Lather washer 150mm.dia | 2 | Each | |
| 65 | 58.01 | Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) 500mm.dia(Table-5) | 6 | Each | |
| 66 | 59 | Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment .300 mm dia( Table-11) | 2 | Each | |
| 67 | 59.01 | 300 mm dia( Table-5) | 4 | Each | |
| 68 | 59.02 | 200mm.dia( Table-11) | 6 | Each | |
| 69 | 59.03 | 200mm.dia( Table-5) | 12 | Each | |
| 70 | 59.04 | 150mm.dia( Table -17) | 57 | Each | |
| 71 | 59.05 | 150mm.dia( Table -5) | 14 | Each | |
| 72 | 59.06 | 80 mm.dia(Table-17) ( Item No 25 to 59.06 are Including GST) | 2 | Each |
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