Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Eprocure
Opening Date26 Sep 2024
Closing Date30 Oct 2024
Tender Amount₹ 48,25,767
Costs
EMD
₹ 96,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Renovation Of Wta Of Kishoritala Major Rli Scheme At Nowda Block Under Beldanga (a-e) Sub Division.
Description
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Contact
Tender Id
2024_WRDD_758502_1Bid Award Id
ViewTender No
WRDD/ EE (AM)/BER-II/CS/eNIT-07/2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
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Documents
BOQ Items
Earthwork 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).
2550
168325
66.01
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
(a) With earth obtained from excavation of foundation.
5
387
77.54
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)
14
8394
599.61
Laying of UPVC 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 pipes, fittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge.
-
-
-
i) 315 mm.OD.
498
5637
11.32
ii)200 mm OD
1200
13008
10.84
ii) 140 mm. OD.
2502
25370
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.
82
26732
326
Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20 mm. normal size) excluding shuttering and reinforcement, if any, in ground floor. as per relevent IS Code.
a) Pakur Variety
i)For foundation Blocks of Quadrupped &
ii) For spout chambers
15
87726
5848.4
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 relevent IS codes.
(i) Pakur Variety
2
12779
6389.57
Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)
(When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 16 (c) for every 4 m. or part thereof.) (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.
51.5
16995
330
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 inter-section, complete as per drawing and direction.
(a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) Tor steel/Mild steel
I. SAIL/ TATA/RINL
0.14
8485
60610.48
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation & plinth
22.5
110880
4928
125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.
23
15571
677
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
276.5
43687
158
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
NOTE : Cement 0.152 cu.m. per 100 sq.m.
276.5
9401
34
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.
-
-
-
(i)(a) 150 mm. dia. ERW pipe.
72
9708
134.84
(xxviii)(a) 150 mm. dia. C.I Sluice valve
11
601
54.69
Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for Major RLI Scheme.(Rate inclusive of transportation from departmental store to work site).
1
29920
29920.75
Labour charges for fitting, fixing150 mm. Dia. Alfa-AIfa valve 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.
25
2805
112.21
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).
6
650
108.44
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.
1
3677
3677.51
Loading of Electro Motor pumping set of any make of 200 cubic metres per hour (m3/hr) capacity with necessary accessories and fixtures viz. M.S. Bend, M.S. Pipes, Rubber Hose, Manifold, Surge Tank, Foot Valve, non-return valve, sluice valve etc. by any means into the following transport at lifting point having a lead of 100 metre and unloading the same at distination and stacking the same properly at a distance of about 100 metre complete as per direction of Engineer-in-Charge.
(i) Truck
1
621
621.4
a)Transportation of Diesel Engine pumping set / Electro-Motor pumping set for Major R.L.I. 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.
B. For Electro Motor (a) Carriage by Road: (i) Distance upto 50 km.
1
1964
1964.16
(ii) Distance beyond 50 km. for such additional 25 km. or part thereof.
1
140
140.5
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 Deasel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge.
iii) For Major R.L.I.
1
4987
4987.26
Add Considering extra rates for carriage of material @ 4% allowed for all items except Item no. 2, 3, 4 , 5 & 24
0.04
17390
434757.11
Add GST @ 18% on Sl -2 to 25 of total (payable on actual measurement of works & abstruct of cost & as per Government rule at the time of payment)
0.18
161095
894975.35
Add Cess @ 1% on sl no 2 to 26 of total
0.01
10560
1056070.92
PROCUREMENT OF MATERIALS OF MAJOR RLI SCHEME
-
-
-
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.
498
761442
1529
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.
1200
726000
605
140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/1988 with latest amendments with free solvent cement.
2502
733086
293
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.
36
17640
490
200X200X200 mm dia P.V.C. Equal Tee with free solvent cement.
10
14820
1482
140X140X140 mm dia P.V.C. Equal Tee with free solvent cement.
25
17800
712
315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P.
3
13782
4594
200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P.
6
7956
1326
160 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P..
25
16750
670
200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.
14
13916
994
140 mm. dia 900 (IS. No. 10124/ 88 Part- 8 with latest amendment) bend
36
23292
647
140 mm. dia 600 ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend
2
1294
647
200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
2
1510
755
140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
2
660
330
Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement.
5
5930
1186
Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement.
35
10535
301
Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement.
140
18200
130
B. M.S / G.I. ACCESSORIES
-
-
-
M.S. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set)
1
875000
875000
G.I Pipe, IS:1239(part-I), Galv- IS4736 150 MM dia. With flange
72
273600
3800
150 mm. dia I.S.I. mark and specification Pn- 1.4 ,C.I sluice valve
11
109450
9950
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).
2
10650
5325
M.S. Hose Clamp 150 mm dia
25
2725
109
Nipple one end fluted & other end threaded, 150mm dia.
6
8250
1375
Foundation Bolt (M.S/GI )
-
-
-
Foundation Bolt, FOR DC(MS/GI)
44
10120
230
Nuts & Bolts (G.I)
-
-
-
M 20x80 mm.
160
28960
181
M 20x100 mm.
65
11765
181
M.16x65 mm
30
5430
181
M 16x80 mm
11
1991
181
M 16x 50 mm
15
2715
181
Foot valve Lather washer 150 mm dia
2
590
295
Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) 500mm.dia(Table-5)
6
7296
1216
Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment .
-
-
-
300 mm dia( Table-11)
2
576
288
300 mm dia( Table-5)
4
1152
288
200mm.dia( Table-11)
8
1400
175
200mm.dia( Table-5)
18
3150
175
150mm.dia( Table -17)
100
16600
166
150mm.dia( Table -5)
18
2988
166
80 mm.dia(Table-17)
2
114
57
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