Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date6 Mar 2025
Closing Date25 Mar 2025
Tender Amount₹ 48,35,098
Costs
EMD
₹ 96,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wrdd/ee(am)/ber-ii/cs /enit-13/2024-25
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
2025_WRDD_824236_1Tender No
WRDD/ EE(AM)/ BER-II/CS/eNIT-13/2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.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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Earthwork in filling in trenches after laying pipelines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm including watering & ramming etc. layer by layer complete (Payment will be made on the basis of measurement of finished quantity of work).
2286.03
66
150900.84
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
(a) With earth obtained from excavation of foundation.
7.9
77
612.57
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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)
(b) Do by fine sand
7.75
599
4646.98
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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.
-
-
-
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i) 315 mm.OD.
432
11
4890.24
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ii)200 mm OD
1200
10
13008
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ii) 140 mm. OD.
2304
10
23362.56
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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.
103.38
326
33701.88
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Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20 mm. normal size) excluding shuttering and reinforcement, if any, in ground floor. as per relevent IS Code.
a) Pakur Variety
i)For foundation Blocks of Quadrupped &
ii) For spout chambers
13.9
5848
81292.76
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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 relevent IS codes.
(i) Pakur Variety
1.58
6389
10095.52
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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.
57.39
330
18938.7
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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.
(a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) Tor steel/Mild steel
I. SAIL/ TATA/RINL
0.1
59288
5928.85
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Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation & plinth
20.82
4928
102600.96
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125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.
21.6
677
14623.2
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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]
-
-
-
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(ii) with (1:6) cement mortar, (b) 15 mm. thick plaster
278.94
142
39609.48
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Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
NOTE : Cement 0.152 cu.m. per 100 sq.m.
278.94
34
9483.96
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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.
-
-
-
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(i)(a) 150 mm. dia. ERW pipe.
132
134
17798.88
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(xxviii)(a) 150 mm. dia. C.I Sluice valve
11
54
601.59
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Erection, fitting, fixing of set of M S Quadruped 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.
24
112
2693.04
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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
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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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.
1
942
942.95
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Carriage of Departmental materials from the Deparmental Store to the work site and return back the damaged/replaced and unused materials to store including loading & unloading complete at both sides by TempoNan Rikshaw/Mini Truck etc. upto 25 Km distance in one way.
i) For Delivery pipe, Surge Tank, Bend, Valve etc
1
905
905.23
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Taking out the condemmed 150 mm dia. N.T.P.fT.P'/ Alfa-Alfa valve from 150 mm dia. M.S./G.I. pipe of existing spout chamber by careful chiseling with least disburbance to the existing system of structure upto required limit and fitting,
11 fixing of new one with 150 mm dia. M.S./G.I. pipe in proper position of the Each 81.09 spout chamber using havoc zinc jute so as to make the joint leak proof including mending good all damages and returning back the condemned
materials at store as per direction of Engineer-in-Charge
3
81
243.27
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b) 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.
iii) For Major R.L.I.
1
4987
4987.26
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Labour for loading the following materials into trucks, carts, boats etc. at lifting point and unloading the materials at the destination and stacking the sameas per direction including carriage by headload upto a lead of 100 metres at each
end. v) 150 mm. dia
12
11
141.48
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Considering extra rates for carriage of material @ 4% allowed for all items except Item no. 2, 3, 4,5 & 25
0.04
419758
16790.34
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Considering GST @18% admissible against items taken from current PWD & WRDD schedule on item nos :1-27 (payable on actual measurement of works & abstruct of cost & as per Government rule at the time of payment)
0.18
837845
150812.14
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Add Cess @ 1% on sl no 1 to 28 of total
0.01
988657
9886.57
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PROCUREMENT OF MATERIALS OF MAJOR RLI SCHEME
-
-
-
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315 mm dia P.V.C pipe class-I ( with a loose matching coupler) marking IS No. 4985/1988 with latest amendments with free solvent cement.
432
1529
660528
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200 mm. dia P.V.C. pipe Class- I ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement.
1200
605
726000
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140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/1988 with latest amendments with free solvent cement.
2304
293
675072
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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.
30
490
14700
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200X200X200 mm dia P.V.C. Equal Tee with free solvent cement.
10
1482
14820
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140X140X140 mm dia P.V.C. Equal Tee with free solvent cement.
24
712
17088
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315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P.
2
4594
9188
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200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P.
6
1326
7956
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140 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P..
24
462
11088
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200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.
10
994
9940
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140 mm. dia 900 (IS. No. 10124/ 88 Part- 8 with latest amendment) bend
30
647
19410
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140 mm. dia 600 ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend
6
647
3882
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200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
2
755
1510
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140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
2
330
660
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Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement.
8
1186
9488
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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.
50
301
15050
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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.
150
130
19500
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Extra Solvent cement I.S. 14182-1994 with latest amendments
10
425
4250
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150 mm dia P.V.C.Flexible Hose
20
1503
30060
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B. M.S / G.I. ACCESSORIES
-
-
-
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M.S. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set)
1
875000
875000
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G.I Pipe, IS:1239(part-I), Galv- IS4736 150 MM dia. With flange
108
3800
410400
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150 mm. dia I.S.I. mark and specification Pn- 1.4 ,C.I sluice valve
11
9950
109450
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150 mm dia CI Alfa-Alfa Valve as per specification (IS)
24
4435
106440
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Foundation Bolt (M.S/GI )
-
-
-
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Foundation Bolt, For Quadrupped Sets
48
223
10704
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Nuts & Bolts (G.I)
-
-
-
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M 20x80 mm.
153
181
27693
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M 20x100 mm.
60
181
10860
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M.16x65 mm
28
181
5068
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M 16x80 mm
11
181
1991
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M 16x 50 mm
15
181
2715
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Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) 500mm.dia(Table-5)
6
1216
7296
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Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment .
-
-
-
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300 mm dia( Table-11)
2
288
576
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300 mm dia( Table-5)
4
288
1152
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200mm.dia( Table-11)
6
175
1050
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200mm.dia( Table-5)
12
175
2100
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150mm.dia( Table -17)
90
131
11790
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150mm.dia( Table -5)
15
131
1965
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80 mm.dia(Table-17)
2
57
114
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