Water Resources Department-WRD has published Laying And Construction Of Water Transmission Arrangement With Upvc Pipes & Quadruped Sets Including Procurement Of Materials In Major Rli (Renovation) At Dalalpara In Murshidabad-Jiaganj Block Under Lalbagh (A-M) Sub-Division In Ridf-Xxvi Programme, Yr.-. Submission Date for this Tender is 02-02-2021. UPVC Pipe Tenders in E.E (A-M) Berhampore-I(A-M) Division West Bengal. Bidders can get complete Tender details and download the document.
Name of Work: LAYING AND CONSTRUCTION OF WATER TRANSMISSION ARRANGEMENT WITH UPVC PIPES & QUADRUPED SETS INCLUDING PROCUREMENT OF MATERIALS IN MAJOR RLI (RENOVATION) AT DALALPARA IN MURSHIDABAD-JIAGANJ BLOCK UNDER LALBAGH (A-M) SUB-DIVISION IN RIDF-XXVI PROGRAMME, YR.-2020-21. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Laying of WTA for Major RLI | BI01010001010000000000000515BI0100001112 | ||
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 .\nFor Pipe Trenches- For Foundn. Blocks of Quadruped-For Spout Chambers- | BI01010001010000000000000515BI0100001113 | 2900 | Cu.M. |
3 | 1.02 | 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. | BI01010001010000000000000515BI0100001114 | ||
4 | 1.03 | (i) 315 mm dia. | BI01010001010000000000000515BI0100001115 | 498 | Metre |
5 | 1.04 | (ii) 200 mm dia. | BI01010001010000000000000515BI0100001116 | 1200 | Metre |
6 | 1.05 | (iii) 140 mm dia. | BI01010001010000000000000515BI0100001117 | 2502 | Metre |
7 | 1.06 | (B) 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) | BI01010001010000000000000515BI0100001119 | ||
8 | 1.07 | For Foundn. Blocks of Quadruped-For Spout Chambers- | BI01010001010000000000000515BI0100001120 | 5.5 | % Cu.M. |
9 | 1.08 | 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.) | BI01010001010000000000000515BI0100001121 | 2600 | Cu.M. |
10 | 1.09 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001122 | ||
11 | 1.1 | For Foundn. Blocks of Quadruped-For Spout Chambers- | BI01010001010000000000000515BI0100001123 | 110 | Sq.M. |
12 | 1.11 | 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.\n(i) Pakur Variety | BI01010001010000000000000515BI0100001124 | ||
13 | 1.12 | For Foundn. Blocks of Quadruped-For Spout Chambers- | BI01010001010000000000000515BI0100001125 | 5 | Cu.M. |
14 | 1.13 | 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.\na) Pakur Variety | BI01010001010000000000000515BI0100001126 | ||
15 | 1.14 | For Foundn. Blocks of Quadruped- | BI01010001010000000000000515BI0100001127 | 10.5 | Cu.M. |
16 | 1.15 | Brick work with 1st class bricks in cement mortar (1:6)\n(a) In foundation and plinth | BI01010001010000000000000515BI0100001128 | ||
17 | 1.16 | For Spout Chambers- | BI01010001010000000000000515BI0100001129 | 26 | Cu.M. |
18 | 1.17 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | BI01010001010000000000000515BI0100001130 | ||
19 | 1.18 | For Spout Chambers- | BI01010001010000000000000515BI0100001131 | 29 | Sq.M. |
20 | 1.19 | 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)\n(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.\n | BI01010001010000000000000515BI0100001132 | ||
21 | 1.2 | For Foundn. Blocks of Quadruped-For Spout Chambers- | BI01010001010000000000000515BI0100001133 | 37 | Sq.M. |
22 | 1.21 | 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.\n(a) For works in foundation and upto roof of ground floor/upto 4 m\n(i) Tor steel/Mild Steel\nII. JSW / JSPL / SHYAM / SRMB / BMASL / ELECROSTEEL / SSL | BI01010001010000000000000515BI0100001134 | ||
23 | 1.22 | Quadruped base- | BI01010001010000000000000515BI0100001135 | 0.15 | M.T. |
24 | 1.23 | 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] | BI01010001010000000000000515BI0100001136 | ||
25 | 1.24 | (i) With 1:6 cement mortar-(c) 15 mm thick plaster-Outside | BI01010001010000000000000515BI0100001137 | 198 | Sq.M. |
26 | 1.25 | (ii) With 1:4 cement mortar-(c) 10 mm thick plaster-For Foundn. Blocks of Quadruped- | BI01010001010000000000000515BI0100001138 | 72 | Sq.M. |
27 | 1.26 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.\nNOTE:Cement 0.152 cu.m per100 sq.m. | BI01010001010000000000000515BI0100001139 | 270 | Sq.M. |
28 | 1.27 | 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 of transportation from departmental store to work site).\nMAJOR RLI | BI01010001010000000000000515BI0100001140 | 1 | Each set of 1st and 2nd chamber |
29 | 1.28 | a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | BI01010001010000000000000515BI0100001141 | 50 | Sq.M. |
30 | 1.29 | (A) 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 :\n(b) On steel or other metal surface :\nWith super gloss (hi-gloss) - | BI01010001010000000000000515BI0100001142 | ||
31 | 1.3 | (iv) Two coats (with any shade except white) | BI01010001010000000000000515BI0100001143 | 50 | Sq.M. |
32 | 1.31 | Labour charges for fitting, fixing 150 mm. Dia. (Type-C) Alfa-Alfa valve,(Nipple Type) 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. | BI01010001010000000000000515BI0100001144 | 24 | Each |
33 | 1.32 | Labour charges for fitting, fixing (150 x 200) mm dia M S expander with 200 mm dia UPVC pipe with the help of FTP (flanged tail piece) by joining the PVC end of the tail piece and 200 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc complete.(Rate inclusive of transportation from departmental store to worksite. | BI01010001010000000000000515BI0100001145 | 6 | Each |
34 | 1.33 | 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. | BI01010001010000000000000515BI0100001146 | ||
35 | 1.34 | (i)(a) 150 mm. dia. ERW pipe. | BI01010001010000000000000515BI0100001147 | 150 | Metre |
36 | 1.35 | xxviii) 150 mm. dia. C.I. sluice valve. | BI01010001010000000000000515BI0100001148 | 11 | Each |
37 | 1.36 | b) 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-inCharge.\ni) For Major R.L.I. | BI01010001010000000000000515BI0100001149 | 1 | Each Set |
38 | 1.37 | a) Transportation of Diesel Engine pumping set / Electro-Motor pumping set for Major R.LI. 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.\nB. For Electro Motor\n(a) Carriage by Road: | BI01010001010000000000000515BI0100001150 | ||
39 | 1.38 | (i) Distance upto 50 km. | BI01010001010000000000000515BI0100001151 | 2 | Each Set |
40 | 1.39 | Installation of Diesel Engine / Electro-Motor Pumping set of any make I 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).\na) For Major R.LI. Scheme. | BI01010001010000000000000515BI0100001152 | 2 | Each Set |
41 | 1.4 | Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MIDI 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. | BI01010001010000000000000515BI0100001153 | 1 | L.S. |
42 | 1.41 | 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. | BI01010001010000000000000515BI0100001154 | 1 | L.S. |
43 | 1.42 | Add. extra carriage by cart / boat / head load, For Water transmission Arrangement of RLI @ 4 % extra over the schedule rates except for earth work in excavation & filling works (payble on actual mesurement of work and abstract of cost) - | BI01010001010000000000000515BI0100001155 | 471521 | Nos |
44 | 1.43 | Considering GST @ 12% (payble on actual mesurement of work and abstract of cost and as per Govt. Rule at the time of payment). | BI01010001010000000000000515BI0100001156 | 949136 | Percentage |
45 | 1.44 | Considering Construction Labour Welfare Cess @ 1% after considering GST (payble on actual mesurement of work and abstract of cost and as per Govt. Rule at the time of payment). | BI01010001010000000000000515BI0100001157 | 1.06303e+06 | Percentage |
46 | 2 | Procurement of Materials | BI01010001010000000000000515BI0100001158 | ||
47 | 2.01 | Supply of 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. | BI01010001010000000000000515BI0100001159 | 498 | Meter |
48 | 2.02 | Supply of 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. | BI01010001010000000000000515BI0100001160 | 1200 | Meter |
49 | 2.03 | Supply of 140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/1988 with latest amendments with free solvent cement. | BI01010001010000000000000515BI0100001161 | 2502 | Meter |
50 | 2.04 | Supply of 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. | BI01010001010000000000000515BI0100001162 | 36 | Meter |
51 | 2.06 | Supply of 200 X 200 X 200 mm dia P.V.C. Equal Tee with free solvent cement. | BI01010001010000000000000515BI0100001163 | 12 | Each |
52 | 2.07 | Supply of 140 X 140 X 140 mm dia P.V.C. Equal Tee with free solvent cement. | BI01010001010000000000000515BI0100001164 | 19 | Each |
53 | 2.08 | Supply of 315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P. | BI01010001010000000000000515BI0100001165 | 2 | Each |
54 | 2.09 | Supply of 200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P. | BI01010001010000000000000515BI0100001166 | 8 | Each |
55 | 2.1 | Supply of 140 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.. | BI01010001010000000000000515BI0100001167 | 25 | Each |
56 | 2.11 | Supply of 200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement. | BI01010001010000000000000515BI0100001168 | 12 | Each |
57 | 2.12 | Supply of 160 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement. | BI01010001010000000000000515BI0100001169 | 25 | Each |
58 | 2.13 | Supply of 200 mm. dia 60 degree( IS. No. 10124/88 Part- 8 with latest amendment ) bend | BI01010001010000000000000515BI0100001170 | 3 | Each |
59 | 2.14 | Supply of 140 mm. dia 90 degree (IS. No. 10124/ 88 Part- 8 with latest amendment) bend | BI01010001010000000000000515BI0100001171 | 37 | Each |
60 | 2.15 | Supply of 140 mm. dia 60 degree ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend | BI01010001010000000000000515BI0100001172 | 19 | Each |
61 | 2.16 | Supply of 200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap. | BI01010001010000000000000515BI0100001173 | 2 | Each |
62 | 2.17 | Supply of 140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap. | BI01010001010000000000000515BI0100001174 | 2 | Each |
63 | 2.18 | Compressed Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement. | BI01010001010000000000000515BI0100001175 | 5 | Each |
64 | 2.19 | Supply of Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement. | BI01010001010000000000000515BI0100001176 | 36 | Each |
65 | 2.2 | Supply of Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement. | BI01010001010000000000000515BI0100001177 | 150 | Each |
66 | 2.21 | Supply of 150 mm dia ISI marked P.V.C.Flexible Hose pipe as per IS 15265 | BI01010001010000000000000515BI0100001178 | 60 | Meter |
67 | 2.22 | Supply of Extra Solvent cement I.S. 14182-1994 with latest amendments | BI01010001010000000000000515BI0100001179 | 10 | Lit |
68 | 2.23 | Supply of G.I. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set) | BI01010001010000000000000515BI0100001180 | 1 | Set |
69 | 2.24 | Supply of 150 mm. dia I.S.I. mark and specification Pn- 1.4 ,C.I sluice valve | BI01010001010000000000000515BI0100001181 | 11 | Each |
70 | 2.25 | Supply of 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). | BI01010001010000000000000515BI0100001182 | 2 | Each |
71 | 2.26 | Supply of 150 mm dia CI Alfa-Alfa Valve as per specification (IS) | BI01010001010000000000000515BI0100001183 | 25 | Each |
72 | 2.27 | Supply of G.I 150 mm dia 90º M.S bend (With priming arrangement) ISI mark | BI01010001010000000000000515BI0100001184 | 2 | Each |
73 | 2.28 | Supply of G.I 150 mm dia 90º M.S bend both end flanged as per IS Specification | BI01010001010000000000000515BI0100001185 | 8 | Each |
74 | 2.29 | Supply of G.I 150 mm dia E.R.W. Pipe with flange | BI01010001010000000000000515BI0100001186 | 144 | Meter |
75 | 2.3 | Supply of 150 mm dia M.S. Hose Clamp | BI01010001010000000000000515BI0100001187 | 20 | Each |
76 | 2.31 | Supply of 150mm dia. Nipple one end groved & other end threaded/ both end groved\n | BI01010001010000000000000515BI0100001188 | 8 | Each |
77 | 2.32 | Supply of Foundation Bolt (M.S/GI ) For Distrubution Chamber | BI01010001010000000000000515BI0100001189 | 44 | Kg |
78 | 2.33 | Supply of Foundation Bolt (M.S/GI ) For Electro motor Pump Sets | BI01010001010000000000000515BI0100001190 | 8 | Kg |
79 | 2.34 | Supply of M 20x80 mm Nuts & Bolts (G.I) | BI01010001010000000000000515BI0100001191 | 153 | Kg |
80 | 2.35 | Supply of M 20x100 mm Nuts & Bolts (G.I) | BI01010001010000000000000515BI0100001192 | 60 | Kg |
81 | 2.36 | Supply of M.16x65 mm Nuts & Bolts (G.I) | BI01010001010000000000000515BI0100001193 | 28 | Kg |
82 | 2.37 | Supply of M 16x80 mm Nuts & Bolts (G.I) | BI01010001010000000000000515BI0100001194 | 11 | Kg |
83 | 2.38 | Supply of M 16x 50 mm Nuts & Bolts (G.I) | BI01010001010000000000000515BI0100001195 | 15 | Kg |
84 | 2.39 | Supply of 150mm.dia Foot valve Lather washer | BI01010001010000000000000515BI0100001196 | 2 | Each |
85 | 2.4 | Supply of 500mm.dia(Table-5) Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) | BI01010001010000000000000515BI0100001197 | 6 | Each |
86 | 2.41 | Supply of 300 mm dia( Table-11) Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment . | BI01010001010000000000000515BI0100001198 | 2 | Each |
87 | 2.42 | Supply of 300 mm dia( Table-5) Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment . | BI01010001010000000000000515BI0100001199 | 4 | Each |
88 | 2.43 | Supply of 200mm.dia(Table-11) Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment . | BI01010001010000000000000515BI0100001200 | 6 | Each |
89 | 2.44 | Supply of 200mm.dia(Table-5) Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment . | BI01010001010000000000000515BI0100001201 | 12 | Each |
90 | 2.45 | Supply of 150mm.dia( Table -17) Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment . | BI01010001010000000000000515BI0100001202 | 57 | Each |
91 | 2.46 | Supply of 150mm.dia( Table -5) Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment . | BI01010001010000000000000515BI0100001203 | 14 | Each |
92 | 2.47 | Supply of 80 mm.dia(Table-17) Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment . | BI01010001010000000000000515BI0100001204 | 2 | Each |
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