Water Resources Department-WRD has published Renovation Of Mamudpur Major Rli Under Patrasayer Block Under Bishnupur Sub Division Under Bankura ( Am ) Division Under Ridf Xxvi Programme. Submission Date for this Tender is 05-02-2021. Lift Irrigation Tenders in Bankura West Bengal. Bidders can get complete Tender details and download the document.
Name of Work:- Renovation of MAMUDPUR Major RLI under Patrasayer Block Under Bishnupur Sub Division under Bankura(AM) Division Under RIDF XXVI Programme | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | 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. | BI01010001010000000000000515BI0100001126 | 498 | m |
2 | 2 | 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. | BI01010001010000000000000515BI0100001127 | 1200 | m |
3 | 3 | 140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/1988 with latest amendments with free solvent cement. | BI01010001010000000000000515BI0100001128 | 2502 | m |
4 | 4 | 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. | BI01010001010000000000000515BI0100001129 | 36 | m |
5 | 5 | 200X200X200 mm dia P.V.C. Equal Tee with free solvent cement. | BI01010001010000000000000515BI0100001130 | 12 | Each |
6 | 6 | 140X140X140 mm dia P.V.C. Equal Tee with free solvent cement. | BI01010001010000000000000515BI0100001131 | 19 | Each |
7 | 7 | 315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P. | BI01010001010000000000000515BI0100001132 | 2 | Each |
8 | 8 | 200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P. | BI01010001010000000000000515BI0100001133 | 8 | Each |
9 | 9 | 140 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.. | BI01010001010000000000000515BI0100001134 | 25 | Each |
10 | 10 | 200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement. | BI01010001010000000000000515BI0100001135 | 12 | Each |
11 | 11 | 160 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement. | BI01010001010000000000000515BI0100001136 | 25 | Each |
12 | 12 | 200 mm. dia 600 ( IS. No. 10124/88 Part- 8 with latest amendment ) bend | BI01010001010000000000000515BI0100001137 | 3 | Each |
13 | 13 | 140 mm. dia 900 (IS. No. 10124/ 88 Part- 8 with latest amendment) bend | BI01010001010000000000000515BI0100001138 | 37 | Each |
14 | 14 | 140 mm. dia 600 ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend | BI01010001010000000000000515BI0100001139 | 19 | Each |
15 | 15 | 200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap. | BI01010001010000000000000515BI0100001140 | 2 | Each |
16 | 16 | 140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap. | BI01010001010000000000000515BI0100001141 | 2 | Each |
17 | 17 | Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement. | BI01010001010000000000000515BI0100001142 | 5 | Each |
18 | 18 | Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement. | BI01010001010000000000000515BI0100001143 | 36 | Each |
19 | 19 | Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement. | BI01010001010000000000000515BI0100001144 | 150 | Each |
20 | 20 | 150 mm dia ISI marked P.V.C.Flexible Hose pipe as per IS 15265 | BI01010001010000000000000515BI0100001145 | 60 | m |
21 | 21 | Extra Solvent cement I.S. 14182-1994 with latest amendments | BI01010001010000000000000515BI0100001146 | 10 | Lit |
22 | 22 | G.I. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set) | BI01010001010000000000000515BI0100001147 | 1 | Set |
23 | 23 | 150 mm. dia I.S.I. mark and specification Pn- 1.4 ,C.I sluice valve | BI01010001010000000000000515BI0100001148 | 11 | Each |
24 | 24 | 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). | BI01010001010000000000000515BI0100001149 | 2 | Each |
25 | 25 | 150 mm dia CI Alfa-Alfa Valve as per specification (IS) | BI01010001010000000000000515BI0100001150 | 25 | Each |
26 | 26 | G.I 150 mm dia 90º M.S bend (With priming arrangement) ISI mark | BI01010001010000000000000515BI0100001151 | 2 | Each |
27 | 27 | G.I 150 mm dia 90º M.S bend both end flanged as per IS Specification | BI01010001010000000000000515BI0100001152 | 8 | Each |
28 | 28 | G.I 150 mm dia E.R.W. Pipe with flange | BI01010001010000000000000515BI0100001153 | 144 | m |
29 | 29 | M.S. Hose Clamp:-150 mm dia | BI01010001010000000000000515BI0100001154 | 20 | Each |
30 | 30 | Nipple one end groved & other end threaded/ both end groved 150mm dia. | BI01010001010000000000000515BI0100001155 | 8 | Each |
31 | 31 | Foundation Bolt (M.S/G.I. ):-For Distrubution Chamber | BI01010001010000000000000515BI0100001156 | 44 | Nos. |
32 | 32 | For Electro motor Pump Sets | BI01010001010000000000000515BI0100001157 | 8 | Nos. |
33 | 33 | Nuts & Bolts (G.I):-M 20x80 mm. | BI01010001010000000000000515BI0100001158 | 153 | Kg |
34 | 34 | M 20x100 mm. | BI01010001010000000000000515BI0100001159 | 60 | Kg |
35 | 35 | M.16x65 mm | BI01010001010000000000000515BI0100001160 | 28 | Kg |
36 | 36 | M 16x80 mm | BI01010001010000000000000515BI0100001161 | 11 | Kg |
37 | 37 | M 16x 50 mm | BI01010001010000000000000515BI0100001162 | 15 | Kg |
38 | 38 | Foot valve Lather washer:-150mm.dia | BI01010001010000000000000515BI0100001163 | 2 | Each |
39 | 39 | Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392):-500mm.dia(Table-5) | BI01010001010000000000000515BI0100001164 | 6 | Each |
40 | 40 | Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment .300 m Dia (Table 11) | BI01010001010000000000000515BI0100001165 | 2 | Each |
41 | 41 | 300 mm dia( Table-5) | BI01010001010000000000000515BI0100001166 | 4 | Each |
42 | 42 | 200mm.dia( Table-11) | BI01010001010000000000000515BI0100001167 | 6 | Each |
43 | 43 | 200mm.dia( Table-5) | BI01010001010000000000000515BI0100001168 | 12 | Each |
44 | 44 | 150mm.dia( Table -17) | BI01010001010000000000000515BI0100001169 | 57 | Each |
45 | 45 | 150mm.dia( Table -5) | BI01010001010000000000000515BI0100001170 | 14 | Each |
46 | 46 | 80 mm.dia(Table-17) | BI01010001010000000000000515BI0100001171 | 2 | Each |
47 | 47 | LAYING:-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 . | BI01010001010000000000000515BI0100001172 | 2900 | m3 |
48 | 48 | Laying of PVC 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 pipesfittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge.(i)315 mm.dia | BI01010001010000000000000515BI0100001173 | 498 | Meter |
49 | 49 | ii)200 mm. dia | BI01010001010000000000000515BI0100001174 | 1200 | Meter |
50 | 50 | iii)140 mm. dia | BI01010001010000000000000515BI0100001175 | 2502 | Meter |
51 | 51 | 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. | BI01010001010000000000000515BI0100001176 | 110 | m2 |
52 | 52 | Filling in foundation or plinth by fine sand in layers not exceeding 15 cm. As directed and consolidating the same by through saturation with water and ramming complete, including the cost of supply of sand. | BI01010001010000000000000515BI0100001177 | 15 | %m3 |
53 | 53 | 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) | BI01010001010000000000000515BI0100001178 | 15.5 | m3 |
54 | 54 | 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) | BI01010001010000000000000515BI0100001179 | 5 | m3 |
55 | 55 | 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. | BI01010001010000000000000515BI0100001180 | 37 | m2 |
56 | 56 | 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. ( For Tor steel). | BI01010001010000000000000515BI0100001181 | 0.18 | MT |
57 | 57 | 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. | BI01010001010000000000000515BI0100001182 | 25 | m3 |
58 | 58 | 12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete. | BI01010001010000000000000515BI0100001183 | 40 | m2 |
59 | 59 | 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 at ground floor 15 mm thick (1:6) proportion. | BI01010001010000000000000515BI0100001184 | 270 | m2 |
60 | 60 | Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. | BI01010001010000000000000515BI0100001185 | 270 | m2 |
61 | 61 | 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.) | BI01010001010000000000000515BI0100001186 | 2600 | m3 |
62 | 62 | 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. 1a) 150 mmm dia E.R.W Pipe. | BI01010001010000000000000515BI0100001187 | 150 | Meter |
63 | 63 | Labour charges for fitting & fixing of 150 mm dia Sluice Valve. | BI01010001010000000000000515BI0100001188 | 11 | Each |
64 | 64 | Erection, fitting and fixing set of M.S Quadrupped inlet and outlet pipe fittings for Ist chamber and 2nd chamber of Major RLI scheme.(Rate inclusive of transportation from Deptt. Store to work site). | BI01010001010000000000000515BI0100001189 | 1 | Each set |
65 | 65 | Priming one coat on steel or other metal surface with synthetic oil\nbound primer of approved quality including smoothening surfaces by sand\npapering etc | BI01010001010000000000000515BI0100001190 | 50 | m² |
66 | 66 | 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). | BI01010001010000000000000515BI0100001191 | 50 | m2 |
67 | 67 | Labour charges for fitting, fixing 150 mm.dia Alfa Alfa Valve with 160 mm.dia (class-II) UPVC Riser pipe with the help of flange P.V.C. tailpiece by joining the P.V.C. End of Tail- piece and Riser pipe with coupler and flanged end of Tailpiece and Alfa Alfa valve with rubber insertion, Nuts and bolts etc. complete. (140 X 160mm Reducer & 200 x 160mm Reducer is to be fitted as per requirement) | BI01010001010000000000000515BI0100001192 | 24 | Each |
68 | 68 | 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. | BI01010001010000000000000515BI0100001193 | 6 | Each |
69 | 69 | 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. | BI01010001010000000000000515BI0100001194 | 1 | LS |
70 | 70 | 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. | BI01010001010000000000000515BI0100001195 | 1 | LS |
71 | 71 | 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 atleast4 (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. | BI01010001010000000000000515BI0100001196 | 1 | Each System |
72 | 72 | Add 4% Extra for WATER TRANSMISSION ARRANGEMENT ON (Sl No.47-71), Except Earth Work In Excavation & Fillings ( Sl No- 47&61) | BI01010001010000000000000515BI0100001197 | 1 | L.S. |
73 | 73 | Add GST @12% ON (Sl No.47-71) | BI01010001010000000000000515BI0100001198 | 1 | L.S. |
74 | 74 | Add labour welfare cess @ 1% on Total(Sl No.47-71) with GST | BI01010001010000000000000515BI0100001199 | 1 | L.S. |
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