Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Eprocure
Opening Date9 Sep 2024
Closing Date25 Sep 2024
Tender Amount₹ 52,95,000
Costs
EMD
₹ 1,08,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbwrdd/ee(am)/hwh/enit 16/24-25
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WRDD_747338_3Bid Award Id
ViewTender No
WBWRDD/EE(AM)/HWH/eNIT 16/24-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II)
36
490
17640
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200 mm dia P.V.C. Equal Tee
9
1482
13338
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140 mm dia P.V.C. Equal Tee
25
712
17800
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315 mm dia F.T.P.
2
4594
9188
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200 mm dia F.T.P.
8
1326
10608
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160 mm dia F.T.P.
25
670
16750
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160 X 140 mm P.V.C. Reducer (Class-II)
25
328
8200
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200 X 140 mm P.V.C. Reducer (Class-II)
14
994
13916
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200 X 160 mm P.V.C. Reducer (Class-II)
6
757
4542
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200 X 60º P.V.C. Bend
3
1776
5328
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140 X 90º P.V.C. Bend
37
647
23939
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140 X 60º P.V.C. Bend
19
647
12293
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200 mm dia P.V.C. End Cap(Cl-III)
2
755
1510
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140 mm dia P.V.C. End Cap(Cl-III)
2
330
660
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315 mm dia P.V.C.Extra Coupler (Class-II)
5
1186
5930
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200 mm dia P.V.C.Extra Coupler (Class-II)
36
301
10836
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140 mm dia P.V.C.Extra Coupler (Class-II)
120
130
15600
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Solvent Cement(Exra)
10
425
4250
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G.I. Quadrupped Set for Major RLI Scheme
1
875000
875000
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150 mm dia C.I. Sluice Valve
9
9950
89550
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151 mm dia C.I. Non return Valve
2
13790
27580
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150 mm dia Alfa Alfa type Valve (C type) with GI top plate
24
4435
106440
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150 mm dia 90º G.I long bend with ISI marked Flange
8
8175
65400
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150 mm dia 90º G.I. priming priming bend ISI marked Flange
2
8393
16786
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150 mm dia G.I. E.R.W. Pipe with both end flange (each of 6 meter length)
150
3800
570000
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1.Supply of 150 mm dia nominal bore PVC Flexible Suction & Delivery Hose Pipe (Heavy Duty)
Specifications :
ID: Min. 151mm, Max. 152.4 mm, Wall thickness : Min. 7.5 mm, Max. 8 mm, Pitch of Spiral : uniform with tolerance ±2% and reinforcement no. 75 ± 5 per Mtr, Coil length : 20 Mtr., Colour : Green or Gray., Hydro static proof / working pressure test : 4 kgf/sq.cm at 27±2 °C for 5 min., Hydro static burst pressure test : 8 kgf/sq.cm at 27±2 °C for 1 min., Resistance to vacuum : 625mm of Hg (Approx)., Loss in mass on heating : 3% of mass of the sample subject to heating at 130±3 °C for a period of 3 hours.
60
1503
90180
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150 mm dia Foot Valve (Flanged type) IS-4038/1986
2
5000
10000
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150mm x 50 mm wide x2.5 mm thick M.S. heavy duty Hose Clamp fitted with bolt & nuts
20
138
2760
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150mm dia.Tail piece one end flanged other end grooved.
12
1450
17400
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150mm dia. C I combined Tail piece both end grooved.
6
1130
6780
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Foundation Bolt For Distrubution Chamber
56
223
12488
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Nuts & Bolts
M 20x80 mm.
80
176
14080
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M 20x100 mm.
51
176
8976
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M.16x65 mm
29
176
5104
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M 16x80 mm
30
176
5280
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M 16x 50 mm
20
176
3520
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Compresed Asbestos fibre jointing for Quadruped & Tripod set( for raised surface of Flange as per IS-6392) 500 mm.dia(Table-5)
6
1218
7308
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Rubber Insertion( for raised surface of Flange as per IS-6392) with 6 nos of standard drilled holes.
300mm.dia( Table-11)
6
289
1734
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200mm.dia( Table-11)
8
176
1408
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200mm.dia( Table-5)
14
176
2464
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150mm.dia( Table -17)
100
166
16600
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150mm.dia( Table -5)
28
166
4648
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80 mm.dia(Table-17)
2
95
190
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WTA
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 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
2522.13
99
249716.09
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Earth work in filling in trenches after laying pipelines (PVC, RCC,ACP etc) with good erarth obtained from excavation of filed trenches in layeres not exceeding 225mm, including watering and ramming etc. layer by layer complete ( payment will be made on the basis of measurement of finished quantity of work
2383.07
66
157306.45
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Filling in foundation or plinth by fine sand in layers not exceeding 15 cm. as directed and consolidating the same by through saturation with water and ramming complete including cost of supply of sand .
8.46
951
8052.48
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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
i) 315 mm.OD.
498
11
5637.36
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200 mm dia
1200
10
13008
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140mm dia
2202
10
22328.28
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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.
112.69
357
40230.33
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and inforcement if any, in ground floor as per relevant IS codes.
3.49
6359
22193.43
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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.(d) With local hard blackstone variety chips. (By Pakur Varity)
11.09
5719
63429.26
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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)(When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 16 (c) for every 4 m. or part thereof.)(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.
56.59
334
18901.06
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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. For works in foundation, basement and upto roof of ground floor / upto 4m. Tor steel/Mild steel.
0.13
55247
7182.17
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Brick work with 1st class bricks in cement mortar (1:6)
(a) Foundation and Plinth
21.01
5292
111184.92
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125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor
28.8
722
20793.6
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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. 15mm thick (1:4) cement mortar.
250.88
160
40140.8
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Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
250.88
34
8529.92
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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. (i) 150 mm. dia. ERW pipe. for WTA.
150
134
20226
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Erection, fitting, fixing of set of Water Distribution System (M.S) inlet and outlet pipe fittings for Major RLI Scheme.(Rate inclusive of transportation from departmental store to work site).
1
29920
29920.75
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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. for WTA
24
112
2693.04
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Labour charges for fitting, fixing (200 x 150) mm dia M S reducer .(Rate inclusive of transportation from departmental store to work site). For WTA.
6
108
650.64
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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
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Supplying 1 mtr.x 0.6 mtr x24 SWG M.S Board contaning list of spout wise water users by making numbers of spout as directed by E.I.C. the Board should have base colour -Black and words white to be filled and fixed on the wall of the Pump House.
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 elctro motor 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
4978
4978.26
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4% Carriage on item no (from Sl. No- 49-67)
1
17588
17588.9
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Adding 18 % GST ( Item No-47 to 69)
1
156476
156476.16
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Add Cess 1%( Item No-47 to 70)
1
10257
10257.88
Evaluation Notes How It Works ?
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