Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date12 Sep 2024
Closing Date25 Oct 2024
Tender Amount₹ 54,85,586
Costs
EMD
₹ 1,09,712Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Renovation Of Kamalpur Government Owned And Operated Major Rli Scheme
Description
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Contact
Tender Id
2024_WRDD_750152_1Bid Award Id
ViewTender No
WRDD/EEAM/SURI/ENIT-2/2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/2000 with latest amendments with free solvent cement.
2502
733086
293
140mm. dia P.V.C. pipe Class-II ( with a loose matching coupler) marking IS No. 4985/ 2000 with latest amendments with free solvent cement.
36
17640
490
200X200X200 mm dia P.V.C. Equal Tee with free solvent cement.IS.No. 10124/ 2009 Part- 5 with latest amendment.
12
17784
1482
140X140X140 mm dia P.V.C. Equal Tee with free solvent cement.IS.No. 10124/ 2009 Part- 5 with latest amendment.
19
13528
712
315 mm. dia (IS.No. 10124/ 2009 Part- 6 with latest amendment) F.T.P with free solvent cement.
4
18376
4594
200 mm.. dia ( IS. No. 10124/ 2009 Part- 6 with latest amendment) F.T.P with free solvent cement.
8
10608
1326
160 mm. dia ( IS. No 10124/ 2009 Part- 6 with latest amendment) F.T.P with free solvent cement.
25
16750
670
200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.IS. No 10124/2009 Part-3 with latest amendment
12
11928
994
160 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.IS. No 10124/ 2009 Part-3 with latest amendment
25
8200
328
200 X 160 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.IS. No 10124/ 2009 Part-3 with latest amendment
6
4542
757
200 mm. dia 600 ( IS. No. 10124/ 2009 Part- 9 with latest amendment ) bend with free solvent cement.
3
5328
1776
140 mm. dia 900 (IS. No. 10124/ 2009 Part- 9 with latest amendment) bend with free solvent cement.
37
23939
647
140 mm. dia 600 ( IS No. 10124/ 2009 Part- 9 with latest amendment ) bend with free solvent cement.
19
12293
647
200 mm. dia IS. NO. 10124/ 2009 Part- 4 with latest amendment End cap(Class-III) with free solvent cement.
2
1510
755
140 mm. dia IS. NO. 10124/ 2009 Part- 4 with latest amendment End cap(Class-III) with free solvent cement.
2
660
330
Extra Coupler for 315 mm. dia with latest amendment P.V.C. pipe ( extra) I.S. 10124/ 2009, Part- 2 with free solvent cement.
5
5930
1186
Extra Coupler for 200 mm. dia with latest amendment P.V.C. pipe ( extra) I.S. 10124/ 2009, Part- 2 with free solvent cement.
36
10836
301
Extra Coupler for 140- mm. dia with latest amendment P.V.C. pipe (extra) I.S 10124/ 2009, Part- 2 with free solvent cement.
150
19500
130
150mm dia PVC flexible suction hose pipe ISI marked,ISI 5265
60
90180
1503
Extra Solvent cement I.S. 14182-1994 with latest amendments
15
6375
425
G.I Quadrupped Set for Major RLI Scheme(As per Drawing) IS marked.
1
875000
875000
150 mm. dia ISI marked Sluice Valves Pressure designation P.N. 1.6 with hand wheel for Water Works Purpose,C.I. flanged type IS:14846/2000 with amendment No.1 & 2. Components/Parts of Sluice Valves shall be manufactured from basic materials given in table 1 of IS:14846/2000 with amendment 1 & 2. The valves shall be tested for (closed end test) against Hydrostatic test requirement. IS marked IS:14846.
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.
2
10000
5000
150 mm dia CI Alfa-Alfa Valve (C Type) With hand Wheel 01 no. for 04 Nos Valve( as per Approved Existing Drawing.)
25
110875
4435
G.I. 150 mm dia 90º M.S bend (With priming arrangement) ISI marked-IS 1239,Galv-IS 4736.
2
16786
8393
G.I. 150 mm dia 90º M.S bend both end flanged ISI marked-IS 1239,Galv-IS 4736
8
65400
8175
150 mm dia.(4.8mm) Galvenized MS Flanged Pipe, IS marked- IS:1239,Galv-IS 4736.
144
547200
3800
M.S. Hose Clamp
-
-
-
150 mm dia
24
3312
138
C.I. Flanged Tail piece/Nipple
-
-
-
150mm dia.Tail piece one end flanged other end grooved.
8
11600
1450
150mm dia. C I Combined Tail piece both side grooved grooved.
4
4520
1130
150 mm dia C.I. Non Return Valve with I.S. Marked.
2
27580
13790
Foundation Bolt, For Distrubution Chamber Quadruped (1.1 Kg each) manufactured from 20 mm nominal dia MS rod as per IS 2062/1992.Total length of the bolt is 375± 10mm having welded head 80±10 mm in length and 20 mm nominal dia with Nut & 2 Nos. Washer.
44
9812
223
M.S Foundation Bolt for Pump Motor sets manufactured from 20 mm nominal diameter M.S Rod as per IS 2026/1992. Total length of bolts is 275±10 mm in length & 20 mm in nomonal diameter with Nuts & 2 nos washer,the average weight of such bolt 1.5 kg per bolt with tolerance in weight of each bolt @ ±10%
8
1784
223
Nuts & Bolts
-
-
-
M 20x80 mm.
153
26928
176
M 20x100 mm.
60
10560
176
M.16x65 mm
28
4928
176
M 16x80 mm
11
1936
176
M 16x 50 mm
15
2640
176
FootValve Leather Washer 150mm.dia
2
680
340
Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) 500 mm dia(Table-5)
6
7308
1218
Rubber Insertion (for raised surface of Flange as per IS-6392) 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark (Without Holes)
-
-
-
300mm.dia( Table-11)
2
578
289
300mm.dia( Table-5)
4
1156
289
200mm.dia( Table-11)
8
1408
176
200mm.dia( Table-5)
14
2464
176
150mm.dia( Table -17)
70
11620
166
150mm.dia( Table -5)
25
4150
166
80 mm.dia(Table-17)
2
190
95
RCC Pipe 600 mm dia NP 3 Spigot
15
43363
2890.92
Laying of Water Transmission Arrangement for Major RLI Scheme
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but
excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete.
Depth of excavation not exceeding 1,500 mm.
-
-
-
For foundation Blocks of Quadrupped
20
2385
119.27
For spout Chambers
30
3578
119.27
Earthwork 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 soil 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.
i)For Pipe Trenches etc.
2658.15
263183
99.01
Earth work in filling in treches after laying pipelines (P.V.C, R.C.C, A.C.P 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 to be made on the basis of mesurement of finished quantity of work)
2540.64
167707
66.01
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.
-
-
-
315 mm. OD.
498
5637
11.32
200 mm.OD.
1200
13008
10.84
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.
-
-
-
For foundation Blocks of Quadrupped
18
4788
266
For spout Chamber
105
27930
266
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)
-
-
-
For foundation Blocks of Quadrupped
2.7
1545
572.55
For spout Chamber
14.5
8301
572.55
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.Pakur Variety
-
-
-
For foundation Blocks of Quadrupped
3.5
19106
5459.01
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
-
-
-
For foundation Blocks of Quadrupped
3.5
17136
4896.06
For spout Chamber
10.5
51408
4896.06
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). Above 30mm to 37 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.
-
-
-
For foundation Blocks of Quadrupped
22.6
7412
328
For spout Chamber
41.5
13612
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 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(TATA/SAIL/RINL)
i)For foundation Blocks of Quadrupped
0.25
13804
55218.03
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation & plinth
22
93346
4243
125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.
26
15392
592
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.with (1:6) cement mortar, 15 mm. thick plaster
285
38475
135
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.
285
9690
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.
150 mm. dia. ERW pipe.
144
19416
134.84
Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for MAJOR RLI Scheme with 1st. And 2nd chamber.(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 mmx200 mm) dia MS 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
Labour charges for fitting, fixing150 mm. Dia Sluice Valve with rubber insertion, nuts and bolts etc. complete.
11
601
54.69
Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major 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
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.
1
942
942.95
Installation of Electro-Motor Pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper 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. .
b) For Major R.L.I. Scheme.
2
2892
1446.49
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.
For Major R.L.I.
1
4987
4987.26
Add Extra Carriage @4% from Item No.2.04 to 2.23
1
17274
17274.44
Add GST @ 18 % on PWD and WRDD Items from Item No. 2.01 to 3.00
1
159478
159478.22
Add Cess @1% from Item No.2.01 to 4.00
1
10454
10454.68
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