Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
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Civil And Construction
Water Storage And Supply
Eprocure
Opening Date17 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 9,55,833
Costs
EMD
₹ 19,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRDD_802403_1Bid Award Id
ViewTender No
WBWRDD/EE (A-I)/COB/Core Sector/eNIT_12/2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
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Documents
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BOQ Items
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140 mm dia P.V.C. Pipe (Class-II) as per IS 4985 ,grey coloured,length of 6 mts with tolerance of +10mm and -Omm with both ends plain.
8
490
3920
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200X200X200 mm dia P.V.C. (Class - II) Equal Tee with free solvent cement.
3
1482
4446
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140X140X140 mm dia P.V.C. (Class - II) Equal Tee with free solvent cement.
10
712
7120
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160 mm dia F.T.P. (Class - II) as per IS 4985/2000 with metallic flange.
2
670
1340
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140 mm dia F.T.P. (Class - II) as per IS 4985/2000 with metallic flange.
8
462
3696
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160 X 140 mm P.V.C. straight Reducer (Class-II) as per IS 4985/2000.
8
328
2624
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200 X 160 mm P.V.C. straight Reducer (Class-II) as per IS 4985/2000.
2
757
1514
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200 mm dia 60º P.V.C. Bend (Class -II) as per IS IS 4985/2000.
6
1776
10656
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140 mm dia 60º P.V.C. Bend (Class -II) as per IS IS 4985/2000.
8
647
5176
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140 mm dia 90º P.V.C. Bend (Class -II) as per IS IS 4985/2000.
15
647
9705
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200 mm dia PVC end cap (Class -II) as per IS 4985/2000.
2
755
1510
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140 mm dia PVC end cap (Class -II) as per IS 4985/2000.
2
330
660
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200 mm dia P.V.C. Coupler (Class -II) as per IS 4985/2000.
4
301
1204
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140 mm dia P.V.C. Coupler (Class -II) as per IS 4985/2000.
8
130
1040
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Extra Solvent Cement (Heavy bodied)as per IS 14182/1994 with latest amendments.
6
425
2550
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150 mm CI alfa Alfa valve (Flanged type C) with hand wheel.
8
4435
35480
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Rubber insertion 5 mm thick with proper reinforcement 2 PLY conforming to IS 638 / 79 with ISI marked with latest amendments suitable for raised surface of MS flange as per IS 6392/71 (Table - 5,11& 17)red jointing sheet as per IS 2712 / 1998 grade W/3 FYSAX AMJ 321. Gasket for raised surface of MS Flange as per IS 6392/71.( Table - 5,11 & 17). 150mm.dia( Table -17).
12
179
2154.6
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200mm.dia( Table-5).
4
189
756
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Part-B: Construction of renuvation of Water Transmission System:
-
-
-
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Earth work in excavation of field trenches as per designed section & allignment 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 of sides trenches, levelling, dressing and ramming the bottom as required complete.
893.58
99
88473.75
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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. 200 mm pipe laying.
300
10
3252
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140 mm pipe laying.
1100
10
11154
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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.
33.52
322
10793.44
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(A) Filling in foundation or plinth by silver sand in layer not exceeding 150 mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand. ( Payment to be made on measurement of finished quantity).
2.51
753
1895.41
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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. B) River Bazree.
12.32
4792
59059.44
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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). (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
89.76
328
29441.28
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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]. (ii) With 1:4 cement mortar.(b) 15 mm thick plaster.
127.62
153
19543.73
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
127.62
32
4175.73
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Earth work in filling in trenches after laying pipelines (PVC, RCC, ACP etc) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering & ramming etc. Layer by Layer complete. (Payment will be made on the basis of measurement of finished quantity of work).
854
66
56372.54
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Labour charges for fitting and fixing 150 mm. dia Alfa Alfa valve with 160 mm. dia ciass-ll 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 alfa alfa valve with rubber insertion , nuts and bolts etc. complete.
8
112
897.68
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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 .
2
54
109.38
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Testing of pipe line system against leakage by filling 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. ii) For HDTW.
1
5610
5610.55
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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 work site).
3
108
325.32
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Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MINI 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.
1
3677
3677.51
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3 % for extra carriage.
1
4329
4329.75
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GST @18% (from 2.01 to 2.16)
1
53840
53840.07
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Cess @ 1% (from 2.01 to 2.17)
1
3529
3529.52
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