Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Soon22 Oct 2024
Tender Amount₹ 52,86,708
Costs
EMD
₹ 1,06,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbwridd/eeam/blg/core Sector/nit No.-08(e)/2024-25(sl.4)
Description
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Contact
Tender Id
2024_WRDD_761594_4Tender No
WBWRIDD/EEAM/BLG/CORE SECTOR/NIT NO.-08(e)/2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
140 mm dia. class-I UPVC Pipe (each Pipe of straight length 6 mtrs. with tolerance of +10mm) as per IS:4985/2000 with latest ammendments. One loose matching coupler to be supplied for each Pipe as per IS:10124/2009. with latest amendments. Required Solvent cement to be Supplied as per IS:14182/1994. (1 Ltr. Solvent Cement per 36 nos. joints)
2502
733086
293
140 mm dia. class-II UPVC Pipe (each Pipe of straight length 6 mtrs. with tolerance of +10mm) as per IS:4985/2000 with latest ammendments. One loose matching coupler to be supplied for each Pipe as per IS:10124/2009. with latest amendments. Required Solvent cement to be Supplied as per IS:14182/1994. (1 Ltr. Solvent Cement per 36 nos. joints)
36
17640
490
200 mm nominal dia. P.V.C. Equal Tee of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
9
13338
1482
140 mm nominal dia. P.V.C. Equal Tee of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
25
17800
712
315 mm nominal dia. P.V.C. Flanged Tail Piece of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
2
9188
4594
200 mm nominal dia. P.V.C. Flanged Tail Piece of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
8
10608
1326
160 mm nominal dia. P.V.C. Flanged Tail Piece of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
25
16750
670
200 X 140 mm dia. P.V.C. Straight Reducer of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
14
13916
994
160 X 140 mm dia. P.V.C. Straight Reducer of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
25
8200
328
200 mm. nominal dia. 60º P.V.C. Bend of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
3
5328
1776
140 mm. nominal dia. 90º P.V.C. Bend of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
37
23939
647
140 mm. nominal dia. 60º P.V.C. Bend of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
19
12293
647
200 mm. nominal dia. P.V.C. End Cap of Class-III as per IS:10124/2009 with latest amendments.
1
755
755
140 mm. nominal dia. P.V.C. End Cap of Class-III as per IS:10124/2009 with latest amendments.
2
660
330
315 mm. dia. P.V.C. Coupler of Class-II (0.4 MPA) as per IS:10124/2009 with latest amendments.
5
5930
1186
200 mm. dia. P.V.C. Coupler of Class-II (0.4 MPA) as per IS:10124/2009 with latest amendments.
36
10836
301
140 mm. dia. P.V.C. Coupler of Class-II (0.4 MPA) as per IS:10124/2009 with latest amendments.
150
19500
130
150 mm dia. P.V.C. Suction Hose pipe as per IS:15265 with latest ammendments. Each roll should be of 20 meters in length with tolerance of +10 mm and marked in every 3 meter length with the following information: date of manufacturing, Diameter and Brand name.
60
90180
1503
Solvent cement as per IS:14182/1994 with latest amendments
10
4250
425
G.I. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chambers for Primary and Secondary DC):
Galvanization: The materials are to be hot dip galvanized as per IS:4736/1986 after complete of fabrication. Zinc conforming to at least grade Zn 98.5%. Surface shall be cleaned and prepared as per clause 4 & 5 of IS:2629.
1
875000
875000
150 mm. nominal dia. Sluice valve manufactured from Cast Iron as per IS:14846/200 with latest ammendments. Pressure designation: PN 1.6. Handwheel to be provided for individual valve. The valves shall be duly marked with standard ISI certification marks.
11
109450
9950
Foot valve (flange type)
150 mm C.I Foot valve Complete set Heavy duty (Flanged end & Swing type)
suitable for 150 mm with latest amendments (weight -25 kg approx).The disc face will be made of leather and strainer made of galvanized steel. The Valves shall be tested for (closed end test) against Hydrostatic test requirement. IS 4038/1986 (TABLE -17)
2
8300
4150
150 mm nominal dia. Alfa-Alfa Valve (type-C) made of Cast Iron as per IS- 210/1239 with latest ammendments. Minimum weight of valve is 24 Kgs. 1 no. handwheel to be provided for 4 nos. Valves. All machined surfaces shall be painted with one coat of red oxide metal primer, two coats of black Japan conforming to Type B of IS:341. As per existing drawing
25
110875
4435
150 mm nominal dia. 90º Galvanized M.S bend both end flanged (With priming arrangement), manufactured from corresponding ERW Pipe, Bend as per IS:1239 (part-II). The materials are to be hot dip galvanised as per IS:4736/1986. Zinc conforming to at least grade Zn 98.5%. Surface shall be cleaned and prepared as per clause 4 & 5 of IS:2629.
2
16786
8393
150 mm nominal dia. 90º Galvanized M.S bend both end flanged, manufactured from corresponding ERW Pipe, Bend as per IS:1239 (part-II). The materials are to be hot dip galvanised as per IS:4736/1986. Zinc conforming to at least grade Zn 98.5%. Surface shall be cleaned and prepared as per clause 4 & 5 of IS:2629.
6
49050
8175
150 mm nominal dia. Galv. MS Flanged pipe as per IS: 1239 (Part-I)/2004 with latest ammendments and duly marked. The materials are to be hot dip galvanised as per IS:4736/1986. Zinc conforming to at least grade Zn 98.5%. Surface shall be cleaned and prepared as per clause 4 & 5 of IS:2629.
126
478800
3800
150mm dia Hose Clamp with Nut Bolt.
M.S. Hose Clamp: 150 mm Nominal Dia. M.S. Heavy Duty Hose Clamp 2.0 mm
thick, 45 mm width fitted with 10 mm dia., 100 mm long M.S. Galvanized Nuts & Bolts full threaded with washer(2 sets TATA/G.K.W make) suitable for 150 mm.(internal dia.) suction/deliver Hose. Parent material should conform to Grade B of IS: 2062/1999. One coat of Black Japan (Type-B).
20
2300
115
Foundation Bolt (M.S/GI )
-
-
-
i) For Distrubution Chamber
Foundation Bolt for Distribution Chambers (Quadruped & Tripod sets)
manufactured from 20 mm nominal .diameter M.S. Rod as per IS-
2062/1992. Total length of the Bolt is 375+10 mm 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%.
44
10120
230
ii)For Electro motor Pump Sets
Foundation bolt 5/8"x10" for Electromotor Pump set with Nut & 2 nos
Washer The average weight of such Bolts to be 400 gm per Bolt with
tolerance in weight of each Bolt @ +10%.
8
1840
230
Supply and Transportation of M.S. Hexagonal Head Nuts and Bolts conforming to IS 1363(Part-ll/1992 of product grade C with latest amendmends for Bolts & IS 1363(Part-3) 1992 of product Grade-C with latest amendments for Nuts properties /Class for Bolt-4,6 & for Nut 4.5.Finish: Zinc plated/Galvanized. ISI marked.
-
-
-
i) M 20x80 mm. (536 nos)
169
33800
200
ii) M 20x100 mm. (152 nos)
55
11000
200
iii) M.16x65 mm (72 nos)
12
2400
200
iv) M 16x80 mm (152 nos)
28
5600
200
v) M 16x 50 mm (200 nos)
24
4800
200
Foot Valve leather washer 150 mm dia(good quality).
2
668
334
Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) i)500mm.dia(Table-5)
6
8262
1377
Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment
-
-
-
i) 300 mm dia( Table-11)
2
654
327
ii) 300 mm dia( Table-5)
4
1308
327
iii) 200mm.dia( Table-11)
6
1188
198
iv) 200mm.dia( Table-5)
12
2376
198
v) 150mm.dia( Table -17)
81
15390
190
vi) 150mm.dia( Table -5)
14
2660
190
vii) 80 mm.dia(Table-17)
2
120
60
(I) 150 mm Dia. C.I Tail Piece, one ends flanged (23 mm flange thickness), drilled as per IS: 6392(Table-17) and other end grooved, overall length (175+/-15) mm with 7 nos. grooves. Material shall be Cast Iron conforming to Grade FG 200 of IS 210. One coat of Black Japan (Type-B) conforming to IS: 341/1973. Casting shall have 12.5 micron surface
8
12464
1558
Sal wood sleeper (4ft x 6 inch x 4 inch)
2
3090
1545
150 mm Non Return Valve (I) 150 mm C.I. Non-Return Valve, Flanged end & Swing type with side By-Pass arrangement as per IS: 5312(Part-I)/2004 with latest amendment, duly ISI marked.
2
22370
11185
Field Works for Renovation and Construction of Water Transmission Arrangement at Major RLI Scheme
-
-
-
Earth work 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 soils 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.
2403.36
237956
99.01
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 perdirection of Engineer-in-Charge.
-
-
-
i) 315 mm Dia. PVC Pipe
498
5637
11.32
ii) 200 mm Dia PVC Pipe
1200
13008
10.84
iii) 140 mm Dia PVC Pipe
2502
25370
10.14
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 measurement of finished quantity).
0.13
6433
48741
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
88.15
28561
324
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.
i) Pakur Variety.
4.39
26626
6062.49
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.
10.86
59663
5494.9
Hire and labour charges for shuttering with centering 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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
18.48
6061
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 intersection, complete as per drawing and direction.
(i) Tor steel/Mild Steel
0.3
18242
60205
Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete.
(a) In foundation and plinth.
25.2
125118
4966
12.5 cm thick 1st class brick in cement mortar (1:4) in ground floor including, scaffolding, racking out joints etc complete.
15
10230
682
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] i) 15 mm thick plaster. (With 1:6 cement mortar)
268.31
38637
144
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.NOTE:Cement 0.152 cu.m per100 sq.m.
268.31
9122
34
Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP 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 will be made on the basis of measurement of finished quantity of work.)
2243.59
148099
66.01
Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.w. pipes and ccessories (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) 150 mm. dia. M.S./G.I./ ERW pipe.
126
16989
134.84
ii) 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 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive of transportation from departmental store to wo
1
29920
29920.75
Labour charges for fitting, fixing 150 mm. Dia. Alfa-Alfa 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
Placing and positioning the Centrifugal pump motor set on the pump base/pump house floor, alligning properly with necessary packing and fixing the set with holding down nuts and washer including cutting holes of requisite size in the floor / base, grouting the bolts and mending good all damages- complete as per direction of Engineer-in-Charge.
2
1289
644.98
Supplying, fitting and fixing including transportation of sign board for identifying 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 of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C
1
3677
3677.51
Supplying 1 m x 0.6 m x 24 swg MS board containing 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
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 Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-inCharge.
i) For Major R.L.I.
1
4987
4987.26
Extra Carriage @ 4%on every item from Sl. no-2.01 to 2.21 excluding Item No. 2.01, 2.05, 2.06, 2.13 and 2.21
1
13732
13732.05
GST @18% on item no. 2.01 to 2.22
1
150185
150185.9
Labour Welfare Cess @ 1% on item no. 2.01 to 3.0
1
9845
9845.52
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