Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date21 Jan 2025
Closing Soon7 Feb 2025
Tender Amount₹ 41,78,997
Costs
EMD
₹ 83,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRDD_804023_5Tender No
WRIDD/EEAM/KRISHNAGAR(AM)/NIT NO-11/2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
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Documents
BOQ Items
... More
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. [WRDD ch-13, it-(1e)]
24
490
11760
... More
200X200X200 mm dia P.V.C. Equal Tee with free solvent cement.
9
1482
13338
... More
140X140X140 mm dia P.V.C. Equal Tee with free solvent cement.
20
712
14240
... More
315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P.
2
4594
9188
... More
200 mm.dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P.
8
1326
10608
... More
160 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.
20
670
13400
... More
200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.
16
994
15904
... More
160 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.
20
328
6560
... More
200 mm. dia 60° ( IS. No. 10124/88 Part- 8 with latest amendment ) bend.
10
1776
17760
... More
140 mm. dia 90° (IS. No. 10124/ 88 Part- 8 with latest amendment) bend.
37
647
23939
... More
140 mm. dia 60° ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend.
19
647
12293
... More
200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
2
755
1510
... More
140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
2
330
660
... More
Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement.
2
1186
2372
... More
Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement.
10
301
3010
... More
Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement.
30
130
3900
... More
150 mm dia P.V.C.Flexible Hose.
40
1503
60120
... More
Extra Solvent cement I.S. 14182-1994 with latest amendments.
5
425
2125
... More
M.S. Shore Manifold as per drawing (Annexure-E) with painting made of 350 mm dia M S ERW Pipe 1 meter long having 3 numbers of 150 mm diameter Inlet and 1 number of 300 mm dia Outlet, all end flange welded, MS ERW Pipe conforming to I S 1239 (Part I)/3589, Medium and M.S.Flange conforming to I S 6392/71 (Table-17 excepting thickness)Flange of 150 mm dia-12 mm thick. Flange of 300 mm dia-16 mm thick
3
31200
93600
... More
150 mm (N.B.) M.S. special Bend both end flange (as per Annexure-F) 150 mm (N.B.) ERW pipe should be conforming to IS 1239 (part I)/2004,medium and 12 mm nominal thickness M.S. Flange conforming to IS 6392/1971,Table 17 total length of pipe should be 2.5 m
2
10495
20990
... More
150 mm. dia I.S.I. mark and specification Pn- IC sluice valve.
11
9950
109450
... More
150 mm dia CI Alfa-Alfa Valve Type - C as per specification (IS)
20
4435
88700
... More
150 mm dia 90° G.I./M.S. bend both end flanged as per IS specification
8
8175
65400
... More
150 mm dia G.I. E.R.W. Pipe with flanged.
78
3800
296400
... More
M.S. Hose Clamp
150 mm dia.
20
109
2180
... More
Nipple one end flanged & other end grooved.
150mm dia.
16
1091
17456
... More
Supply of best quality Foundation Bolt 5/8:X10" for Pump Motor Sets manufactured from 16 mm nominal .diameter M.S. Rod as per IS-2062/1992. having welded head 80+10 mm in length & 20 mm in nominal .diameter with Nut & 2 nos Washer (As per Annex ure-E). The average weight of such Bolts to be 1.1 Kg per Bolt with tolerance in weight of each Bolt @ +10%.
8
200
1600
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Nuts & Bolts - G.I./ M.S. Hexagonal head bolt and nuts bearing IS:1363 (Part-I)/1992 of Product Grade -C with latest amendments for bolts & IS-1363 (paft3)/1992 of product Grade C with latest amendments for nuts properties/ Clause for bolts- 4.6 & for nuts- 4.5. Both bolts & nuts are to be duly ISI Certification marked with 2 nos plain MS washer.
M 20x80 mm.
153
181
27693
... More
M 20x100 mm.
60
181
10860
... More
M.16x65 mm
15
181
2715
... More
M 16x80 mm
11
181
1991
... More
M 16x 90 mm
15
181
2715
... More
Foot valve Lather washer
150mm.dia.
2
379
758
... More
Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392)
500mm.dia(Table-5).
6
1500
9000
... More
Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 6392/71 with ISI mark with latest amendment .
300 mm dia( Table-11)
2
297
594
... More
300 mm dia( Table-5)
4
297
1188
... More
200mm.dia( Table-11)
6
180
1080
... More
200mm.dia( Table-5)
12
180
2160
... More
150mm.dia( Table -17)
85
171
14535
... More
150mm.dia( Table -5)
14
171
2394
... More
80 mm.dia(Table-17)
2
59
118
... More
Earthwork in excavation of foundation or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removing, spreading or stacking the spoils, as directed and including trimming the sides of trenches, leveling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete. Depth of excavation not exceeding 1.5 metre (not required shoring) .
i) For foundation blocks of Quadruped & For Spout Chamber
26.15
119
3118.91
... More
Earthwork in excavation of field trenches as per design section & alignment for laying of pipelines( PVC,RCC,ACP etc) upto a depth of 1500 mm in all sorts of soil including removing, spreading or stacking extra earth as directed.The includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom bailing out water as required complete.
i) For P.V.C pipes of different dia
2442.15
99
241797.27
... More
(A) Laying of P.V.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak-proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge. i) 315 mm.dia Class-I
502
11
5682.64
... More
ii) 200 mm.dia Class-I
1210
10
13116.4
... More
iii) 140 mm.dia Class-I
2527
10
25623.78
... More
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.. i) For foundation blocks of Quadruped & For Spout Chamber
87.86
327
28730.22
... More
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. (payment to be made on
6.59
655
4321.13
... More
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 striking out after completion of works (upto roof of ground floor) 25 mm. to 30 mm.thick wooden shuttering.
i) For foundation blocks of Quadruped & For Spout Chamber
34.84
330
11497.2
... More
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. (i) Pakur Variety [Consider distance = 60.00 km] i) For Spout Chamber & Quadruped set.
10.55
5882
62062.91
... More
Cement concrete (1:3:6) with graded jhama khoa (30 mm size) excluding shuttering ,In ground floor and foundation. i) For foundation blocks of Quadruped &For drop wall of spout chamber
2.58
4355
11235.9
... More
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 , Pakur Variety, [Consider distance = 60.00 km]
1.58
6421
10145.56
... More
Brick work in cement mortar (1:6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete.
i) For Spout Chamber
22.64
4952
112113.28
... More
12.5 cm.thick 1st class brick work in cement mortar (1:4) in ground floor including scaffolding racking out joints etc. complete. i) For WTA
24
679
16296
... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course as etc. necessary at ground floor.
i) With cement mortar (1:6) 20 mm. thick plaster.
119.31
165
19686.15
... More
ii) With cement mortar (1:6) 15 mm. thick plaster.
166.65
144
23997.6
... More
Neat cement punning about 1.5 mm.thick in wall dado, floor, drain, door and window sill etc. complete.
i) For WTA
285.96
34
9722.64
... More
Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15 cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation of foundation.
i)For Pipe Trench
2326.18
66
153551.14
... More
Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation of foundation.
i)For Spout chamber & Quadruped etc.
4.74
77
367.54
... More
Labour charges for fitting, fixing of G.I./ E.R.W. pipe (to be supplied Deptt.) including transportation of the same jointing and making leak proof threaded/flanged joints 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
78
134
10517.52
... More
Labour Charge for fitting, fixing 150mm x 200mm. dia MS expander with 200 mm.dia UPVC pipe with the help of FTP (flanged Tail Piece) by joining flanged end of tail piece and expander with rubber insertion, nuts and bolts and PVC end of tail piece with 200 mm.dia UPVC pipe with coupler, all complete.
6
108
650.64
... More
Fitting and fixing of M.S/G.I/C.I accessories and special in pipe line( accessories & special to be supplied departmentally) including fittings of jointing materials viz. rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-In-Charge.
i) 150 mm dia C.I Sluice Valve.
11
54
601.59
... More
Labour charges for fitting fixing 150 mm dia alfa alfa valve with 160 mm dia P.V.C. riser pipe with the help of flanged PVC tail piece by jointing the PVC end of tailpiece and riser pipe with coupler and flanged end of tailpiece and alfa alfa valve with rubber insertion, nut & bolts etc. complete.
20
112
2244.2
... More
Labour charges for fitting fixing PVC riser pipe with 160/140 mm dia M.S/PVC. 90 deg. bend by using PVC tailpiece.
20
112
2244.2
... More
Labour charges for fitting fixing 200 mm x 200 mm x 160/200 mm or 140 mm x 140 mm x 160/140 mm PVC tee with 150 mm dia M.S. extension pipe using by PVC tailpiece.
20
112
2244.2
... More
Installation / Erection of SurgeTank / Shore manifold over a rigid base of ordinary cement concrete (1:2:4) with graded stone chips (20mm. nominal size) of pakur varity of 1250 mm X 1250 mm X 150 mm. over a single layer of brick flat soling and embedding the legs of the surge tank/shore manifold within the concrete base including cost of all materials and labour and as per direction of Engineer-in-Charge
3
2263
6789.24
... More
Supplying, fitting and fixing including transportation of sign board for indentifing the exact location of 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/35mm Angle of IS 1239/90 (part-1) including cutting , welding and writting of both sides of Sing 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.
2
3677
7354.1
... More
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. For W.T.A.
1
942
942.95
... More
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. (As it is electrified scheme so testing can be done with Electro Motor Pumping set & the departmental electric line)
1
4987
4987.26
... More
Extra carriage @ 4% on Sl. Nos. 37.10 to 47.00 & 50.00 to 59.00
1
15712
15712.29
... More
Total of Sl. Nos. 35.00 to 60.00
1
807354
807354.46
... More
SGST @ 9% on Sl. No. 61.00
1
72661
72661.9
... More
CGST @ 9% on Sl. No. 61.00
1
72661
72661.9
... More
Sub-total of Sl. Nos. 61.00 to 63.00
1
952678
952678.26
... More
Cess @ 1% on Sl. No. 64.00
1
9526
9526.78
... More
Total cost of procurement of materials (Sl. Nos. 1.00 to 34.70)
1
3216792
3216792
... More
Total cost (Sl. No. 64.00 + 65.00 + 66.00)
1
4178997
4178997.04
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