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₹ 53,40,126
Costs
EMD
₹ 1,08,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Renovation Of Wta Of Kurchi I Major Rli Scheme At Jl No 14 And 15 Plot No 2711 Mouza Hariharpurdwitiya And Kurchibinodbati Under Udaynarayanpur Block Of Howrah District Under Sorasorimukhyamantri Programme Core Sector Under Howrah Am Division
Description
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Contact
Tender Id
2024_WRDD_747338_4Bid 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/
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BOQ Items
140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II)
36
17640
490
200 mm dia P.V.C. Equal Tee
9
13338
1482
140 mm dia P.V.C. Equal Tee
25
17800
712
315 mm dia F.T.P.
2
9188
4594
200 mm dia F.T.P.
8
10608
1326
160 mm dia F.T.P.
25
16750
670
160 X 140 mm P.V.C. Reducer (Class-II)
25
8200
328
200 X 140 mm P.V.C. Reducer (Class-II)
14
13916
994
200 X 160 mm P.V.C. Reducer (Class-II)
6
4542
757
200 X 60º P.V.C. Bend
3
5328
1776
140 X 90º P.V.C. Bend
37
23939
647
140 X 60º P.V.C. Bend
19
12293
647
200 mm dia P.V.C. End Cap(Cl-III)
2
1510
755
140 mm dia P.V.C. End Cap(Cl-III)
2
660
330
315 mm dia P.V.C.Extra Coupler (Class-II)
5
5930
1186
200 mm dia P.V.C.Extra Coupler (Class-II)
36
10836
301
140 mm dia P.V.C.Extra Coupler (Class-II)
120
15600
130
Solvent Cement(Exra)
10
4250
425
G.I. Quadrupped Set for Major RLI Scheme
1
875000
875000
150 mm dia C.I. Sluice Valve
9
89550
9950
150 mm dia C.I. Non return Valve
2
27580
13790
150 mm dia Alfa Alfa type Valve (C type) with GI top plate
24
106440
4435
150 mm dia 90º G.I long bend with ISI marked Flange
8
65400
8175
150 mm dia 90º G.I. priming priming bend ISI marked Flange
2
16786
8393
150 mm dia G.I. E.R.W. Pipe with both end flange (each of 6 meter length)
150
570000
3800
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
90180
1503
150 mm dia Foot Valve (Flanged type) IS-4038/1986
2
10000
5000
150mm x 50 mm wide x2.5 mm thick M.S. heavy duty Hose Clamp fitted with bolt & nuts
20
2760
138
150mm dia.Tail piece one end flanged other end grooved.
12
17400
1450
150mm dia. C I combined Tail piece both end grooved.
6
6780
1130
Foundation Bolt For Distrubution Chamber
56
12488
223
Nuts & Bolts
M 20x80 mm.
80
14080
176
M 20x100 mm.
51
8976
176
M.16x65 mm
29
5104
176
M 16x80 mm
30
5280
176
M 16x 50 mm
20
3520
176
Compresed Asbestos fibre jointing for Quadruped & Tripod set( for raised surface of Flange as per IS-6392) 500 mm.dia(Table-5)
6
7308
1218
Rubber Insertion( for raised surface of Flange as per IS-6392) with 6 nos of standard drilled holes.
300mm.dia( Table-11)
6
1734
289
200mm.dia( Table-11)
8
1408
176
200mm.dia( Table-5)
14
2464
176
150mm.dia( Table -17)
100
16600
166
150mm.dia( Table -5)
28
4648
166
80 mm.dia(Table-17)
2
190
95
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.
2764.35
273698
99.01
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
2625.29
173295
66.01
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
8052
951.83
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
5637
11.32
200 mm dia
1200
13008
10.84
140mm dia
2202
22328
10.14
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
40230
357
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
20850
5974.3
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
59062
5325.7
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
18901
334
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
7141
54935.05
Brick work with 1st class bricks in cement mortar (1:6)[ (a) Foundation and Plinth
21.01
111184
5292
125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.
28.8
20793
722
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
40140
160
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
250.88
8529
34
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
20226
134.84
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
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
2693
112.21
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
650
108.44
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
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
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
4% Carriage on item no (from Sl. No- 49-67)
1
17358
17358.86
Adding 18 % GST ( Item No-47 to 69)
1
162594
162594.41
Add Cess 1%( Item No-47 to 70)
1
10658
10658.97
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