Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date11 Aug 2023
Closing Date25 Aug 2023
Tender Amount₹ 48,51,380
Costs
EMD
₹ 98,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_WRDD_555687_4Bid Award Id
ViewTender No
WRDD/EEAM/COB/eNIT-04/2023-24Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
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Documents
BOQ Items
Supply of 140 mm OD, Class - l Rigid PVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges.
2400
703200
293
Supply of 140 mm OD, Class - Il Rigid PVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges.
36
17640
490
Coupler(cl-II) for 315 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement.
10
11860
1186
Coupler(cl-II) for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement.
45
13545
301
Coupler(Cl-II) for 140 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement.
100
13000
130
200x200x 200 M. P.V.C. Tee with free solvent cement: IS 10124/2009 Part-5(Class-II)
12
17784
1482
140x140x 140 M. P.V.C. Tee with free solvent cement, IS 10124/2009 Part-5(Class-II)
36
25632
712
160 x 140 Reducer(cl-II) with free solvent cement. IS 10124/2009 Part-3 with latest ammendment
36
11808
328
200 x 140 Reducer(cl-II) with free solvent cement. IS 10124/2009 Part-3 with latest ammendment
20
19880
994
315 mm. dia 900 bend(cl-II) ( IS. No. 10124/2009 Part- 8 with latest amendment, Table-I )
2
15188
7594
200 mm. dia 600 bend(cl-II) ( IS. No. 10124/2009 Part- 9 with latest amendment, Table-I )
5
8880
1776
200 mm. dia 900 bend(cl-II) ( IS. No. 10124/2009 Part- 8 with latest amendment, Table-I )
8
14208
1776
140 mm. dia 900 bend (cl-II) ( IS. No. 10124/ 2009 Part- 8 with latest amendment, Table-I )
50
32350
647
140 mm. dia 600 bend(cl-II) ( IS. No. 10124/ 2009 Part- 9 with latest amendment, Table-I )
10
6470
647
140 mm.dia IS.NO.10124/2009 Part-4 with latest amendment.PVC End Cap.(cl-III)
4
1320
330
200 mm.dia IS.NO.10124/2009 Part-4 with latest amendment.PVC End Cap.(cl-III)
4
3020
755
160 mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)
35
23450
670
200 mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)
8
10608
1326
315 mm dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)
6
27564
4594
Solvent cement extra (Medium duty) IS 14182/1994 with latest ammendment
20
8500
425
150mm dia PVC Flexible hose pipes IS 15265/2003 with latest ammendment
100
150300
1503
G.I Quadrupped Set for Major RLI Scheme (ISI Marked)
1
875000
875000
150 mm dia Alfa Alfa type Valve (C type)
30
133050
4435
Supply of 150 mm dia C.I. Sluice valve with Hand wheel for water work as purpose confirming to ISI : 14846/2000 with latest ammendments. Parts of the valve shall be manufacture from basic materils and the valves should be tested for (Closed end test ) against Hydrostatic test requirement.
11
109450
9950
Foundation Bolt for Drop Pipe of Distribution Chember& engine manufactured from 20 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of Bolt is 375+10 mm in length & 20 mm in nominal diameter with Nut & 2 Nos Washer (As per Anexure-E) theaverage weight of such Bolt. 1.5 Kg per bolt with tolerance in weight of each Bolt @ +/-10%.(Drop Pipe) & 1 kg for engine)
44
10120
230
Foundation Bolt for Electro motor pumping set/ Diesel Engine Pumping set manufactured from 16 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of Bolt is 375+10 mm in length having welded head 80+/-10mm in length & 16 mm in nominal diameter with Nut & 2 Nos Washer (As per Anexure-E) theaverage weight of such Bolt. 0.8 Kg per bolt with tolerance in weight of each Bolt @ +/-10%.
8
1840
230
150 mm dia C.I Foot Valve, Flanged end and swing type as per IS: 4038/1986 with latest ammendment
2
8274
4137
M.S./G.I Hexagonal Head Bolts & Nuts conforming to IS : 1363 (Part-I)/ 1992 of product Grade-C with latest amendments for Bolts & IS: 1363 (Part-3)/ 1992 of Product Grade-C with latest amendments for Nutrs Properties / class for Bolt - 4,6 & for Nut-4.5.
-
-
-
M-20 X 80 mm
150
28500
190
M-20 X 100 mm
60
11400
190
M-16 X 65 mm
30
5700
190
M-16 X 80 mm
15
2850
190
M-16 X 50 mm
15
2850
190
Compressed Asbestos Fibre Jointing for Quadrupod Set (for raised surface fro Flange as per IS 6392) 500mm dia (Table-5)
6
7887
1314.6
Foot valve leather washer 150 mm dia
2
638
319
Supply & transport of Rubber Insertion 5 mm thick with proper reinforcement 2 ply conforming to IS: 638/79 with ISI mark with latest ammendments suitable for raised surface of MS Flange as per IS: 6392/71 (Table-5,11 &17)
-
-
-
300 mm dia
6
1872
312
300 mm dia
4
1248
312
200mm.dia
6
1134
189
200mm.dia
12
2268
189
150mm.dia
57
10234
179.55
150mm.dia
14
2513
179.55
Supply and transportation of Havoc Zinc best quality
1
131
131
LAYING WATER TRANSMISSION ARRANGEMENT AT KHARIJA BALADANGA MAJOR R.L.I.
-
-
-
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.
2868.8
284039
99.01
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
450
5094
11.32
ii)200 mm. dia
1080
11707
10.84
iii)140 mm. dia
2400
24336
10.14
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.
135.83
43737
322
Filling in foundation or plinth by silver 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.
10.2
4399
43131
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.
48.61
197794
4069
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.
240.24
78798
328
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.(a) For works in foundation and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel. II) JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL.
0.2
12912
64243
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.
325.53
51108
157
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
325.53
11068
34
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)
2720.65
179590
66.01
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)
1
29920
29920.75
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.
30
3366
112.21
Installation of Diesel Engine pumping set/ Electro Motor pumping set of any make / 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). a) For Major RLI
2
2892
1446.49
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 atleast 4 (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 direclion cf Engineer -in - Charge. b)( i) For Major RLI
1
4987
4987.26
Supplying, fitting and fixing including transportation of sign board for identifing 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 × 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 one materials and labour complete as per drawing and direction of EIC.
1
3677
3677.51
Supplying 1 m × 0.6 m × 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
1
942
942.95
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
(xxviii) 150mm. dia. C.I. sluice valve.
11
601
54.69
Labour charges for fitting, fixing 300 mm dia MS 90° Bend both end Flange with 315 mm dia FTP with 315 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.
2
430
215
Extra rates carriage 4% allowed for allexcept item no 2.01,2.10,2.13& 2.14
479894.81
19195
0.04
Add GST @18% on sl. No.2.01 to 2.19 ( WTA)
1
174708
174708.15
Add Labour Welfare Cess @ 1% on sl. No.2.01 to 2.20 ( WTA)
1
11453
11453.09
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