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 Date7 Feb 2025
Tender Amount₹ 48,78,834
Costs
EMD
₹ 97,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRDD_804023_1Tender 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)]
36
490
17640
... 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.
25
712
17800
... More
315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P.
4
4594
18376
... 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.
25
670
16750
... 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.
25
328
8200
... 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.
5
1186
5930
... More
Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement.
36
301
10836
... More
Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement.
150
130
19500
... More
150 mm dia P.V.C.Flexible Hose.
40
1503
60120
... More
Extra Solvent cement I.S. 14182-1994 with latest amendments.
10
425
4250
... More
150 mm. dia I.S.I. mark and specification Pn- IC sluice valve.
11
9950
109450
... More
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
4935
9870
... More
150 mm dia CI Alfa-Alfa Valve Type - C as per specification (IS)
25
4435
110875
... More
150 mm dia 90º G.I./M.S bend (With priming arrangement) ISI mark.
2
8393
16786
... More
150 mm dia 90º G.I./M.S bend both end flanged as per IS Specific
24
8175
196200
... More
150 mm dia G.I. E.R.W. Pipe with flanged.
150
3800
570000
... More
500 mm long both end flanged 300-150 mm MS reducer.
6
5833
34998
... 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
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
28
181
5068
... More
M 16x80 mm
11
181
1991
... More
M 16x 90 mm
15
181
2715
... 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)
6
297
1782
... 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
Sleeper wood (SAAL) for Pumo-Motor base as per sample (6"x4"x6ft).
4
3500
14000
... More
150 mm CI Non Return Valve, Flanged end & Swing type with side By-pass arrangement as per IS: 5312 (Part 1)/ 2004 with latest amendment, duly ISI Marked, weight 40 kg.
2
10100
20200
... 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
21.52
119
2566.69
... 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
2623.35
99
259737.88
... 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
1512
10
16390.08
... 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
96.71
327
31624.17
... 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
7.25
655
4753.9
... 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
23.75
330
7837.5
... 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 = 40.00 km] i) For Spout Chamber & Quadruped set.
8.82
5725
50496.44
... 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
1.91
4355
8318.05
... 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
28.3
4952
140141.6
... 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
30
679
20370
... 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.
149.14
165
24608.1
... 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
315.79
34
10736.86
... 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
2497.89
66
164885.72
... 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.
1.7
77
131.82
... 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
150
134
20226
... 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
ii) 150mm. dia.90° M.S. bend with flanged ends
24
49
1176.72
... 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.
25
112
2805.25
... More
Labour charges for fitting fixing PVC riser pipe with 160/140 mm dia M.S/PVC. 90 deg. bend by using PVC tailpiece.
25
112
2805.25
... 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.
25
112
2805.25
... More
Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of cement concrete (1`:2:4) with stone chips 20mm. down 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.
2
2263
4526.16
... 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 46.00 & 49.00 to 57.00
1
16752
16752.45
... More
Total of Sl. Nos. 35.00 to 58.00
1
862885
862885.81
... More
SGST @ 9% on Sl. No. 59.00
1
77659
77659.72
... More
CGST @ 9% on Sl. No. 59.00
1
77659
77659.72
... More
Sub-total of Sl. Nos. 59.00 to 61.00
1
1018205
1018205.25
... More
Cess @ 1% on Sl. No. 62.00
1
10182
10182.05
... More
Total cost of procurement of materials (Sl. Nos. 1.00 to 34.00)
1
3850447
3850447
... More
Total cost (Sl. No. 62.00 + 63.00 + 64.00)
1
4878834
4878834.3
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