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Renovation Of Mamudpur Major Rli Under Patrasayer Block Under Bishnupur Sub Division Under Bankura ( Am ) Division Under Ridf Xxvi Programme, Bankura-West Bengal

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.




Tender Notice

26638083
Renovation Of Mamudpur Major Rli Under Patrasayer Block Under Bishnupur Sub Division Under Bankura ( Am ) Division Under Ridf Xxvi Programme
Open Tender
Indian
West Bengal
Bankura
05-02-2021

Tender Details

Renovation Of Mamudpur Major Rli Under Patrasayer Block Under Bishnupur Sub Division Under Bankura ( Am ) Division Under Ridf Xxvi Programme

Key Value

Document Fees
Refer document
EMD
INR 82353.0 /-
Tender Value
INR 41.17 Lakhs /-

BOQ Items

Name of Work:- Renovation of MAMUDPUR Major RLI under Patrasayer Block Under Bishnupur Sub Division under Bankura(AM) Division Under RIDF XXVI Programme
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
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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