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₹ 16,38,627
Costs
EMD
₹ 32,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRDD_804023_3Tender 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
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200X200X200 mm dia P.V.C. Equal Tee with free solvent cement.
13
1482
19266
... More
140X140X140 mm dia P.V.C. Equal Tee with free solvent cement.
3
712
2136
... More
200 mm.dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P.
3
1326
3978
... More
140 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.
13
462
6006
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200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.
13
994
12922
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160 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.
13
328
4264
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200 mm. dia 60° ( IS. No. 10124/88 Part- 8 with latest amendment ) bend.
2
1776
3552
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140 mm. dia 90° (IS. No. 10124/ 88 Part- 8 with latest amendment) bend.
13
647
8411
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140 mm. dia 60° ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend.
3
647
1941
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140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
3
330
990
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Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement.
36
301
10836
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Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement.
26
130
3380
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Extra Solvent cement I.S. 14182-1994 with latest amendments.
10
425
4250
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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 as per sample.
1
31200
31200
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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 as per sample
1
10495
10495
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150 mm. dia I.S.I. mark and specification Pn- IC sluice valve.
3
9950
29850
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150 mm dia CI Alfa-Alfa Valve Type - C as per specification (IS)
13
4435
57655
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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.16x65 mm
20
181
3620
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M 16x80 mm
8
181
1448
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Foot valve leather washer
150 mm dia.
2
379
758
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Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 6392/71 with ISI mark with latest amendment .
200mm.dia( Table-11)
5
180
900
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150mm.dia( Table -17)
30
171
5130
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150mm.dia( Table -5)
4
171
684
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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
11.18
119
1333.44
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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
1092
99
108118.92
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(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) 200 mm.dia Class-I
1270
10
13766.8
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iii) 140 mm.dia Class-I
600
10
6084
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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
50.3
327
16448.1
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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
3.77
655
2472.03
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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
12.35
330
4075.5
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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 = 85.00 km] i) For Spout Chamber & Quadruped set.
4.59
6067
27850.01
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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
0.99
4355
4311.45
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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
14.71
4952
72843.92
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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
15.6
679
10592.4
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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.
77.56
165
12797.4
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ii) With cement mortar (1:6) 15 mm. thick plaster.
81.57
144
11746.08
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Neat cement punning about 1.5 mm.thick in wall dado, floor, drain, door and window sill etc. complete.
i) For WTA
159.13
34
5410.42
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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
1042.89
66
68841.17
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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.
2.65
77
205.48
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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.
3
108
325.32
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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.
3
54
164.07
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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.
13
112
1458.73
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Labour charges for fitting fixing PVC riser pipe with 160/140 mm dia M.S/PVC. 90 deg. bend by using PVC tailpiece.
13
112
1458.73
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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.
13
112
1458.73
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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.
1
2263
2263.08
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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
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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
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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
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Extra carriage @ 4% on Sl. Nos. 26.10 to 35.00 & 38.00 to 46.00
1
8352
8352.44
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Total of Sl. Nos. 24.00 to 47.00
1
395662
395662.53
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SGST @ 9% on Sl. No. 48.00
1
35609
35609.63
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CGST @ 9% on Sl. No. 48.00
1
35609
35609.63
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Sub-total of Sl. Nos. 48.00 to 50.00
1
466881
466881.79
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Cess @ 1% on Sl. No. 51.00
1
4668
4668.82
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Total cost of procurement of materials (Sl. Nos. 1.00 to 23.30)
1
1167076
1167076
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Total cost (Sl. No. 51.00 + 52.00 + 53.00)
1
1638626
1638626.61
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