Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Eprocure
Opening Date26 Sep 2024
Closing Date30 Oct 2024
Tender Amount₹ 31,59,473
Costs
EMD
₹ 63,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Renovation Of Ganthla Major Rli Scheme At Kandi Block Under Kandi (a-e) Sub Division.
Description
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Contact
Tender Id
2024_WRDD_758502_5Bid Award Id
ViewTender No
WRDD/ EE (AM)/BER-II/CS/eNIT-07/2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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).
2352.06
155259
66.01
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.
15.73
1219
77.54
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
6.34
3801
599.61
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.
502
5682
11.32
ii)200 mm OD
1210
13116
10.84
ii) 140 mm. OD.
2520
25552
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.
103.59
33770
326
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
12.8
73378
5732.68
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
9916
6276.48
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.
38.99
12866
330
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
0.06
3510
59196.6
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation & plinth
21.71
106986
4928
125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.
30
20310
677
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]
-
-
-
(ii) with (1:6) cement mortar, (b) 15 mm. thick plaster
315.3
44772
142
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.
315.3
10720
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)(a) 150 mm. dia. ERW pipe.
144
19416
134.84
(xxviii)(a) 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 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.
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
Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme ( one at rode side and other at site) the board will be made 3 mm thick MS plate of 300 mm X 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-I) 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 soilng. This will include one materials and labour complite as per drawing and direction of EIC.
1
3677
3677.51
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
Placing and positioning the centrifugal pump motor set on the pump base/pump house floor, aligning properly with necessary packing and fixing the set 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.
iii) For 20/25 HP Capacity
2
1289
644.98
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
Considering extra rates for carriage of material @ 4% allowed for all items except Item no. 2, 3, 4 , 5 & 24 (payable on actual measurement of works & abstruct of cost & as per Government rule at the time of payment)
0.04
16946
423653.51
Considering GST @18% admissible against items taken from current PWD & WRDD schedule on item nos :2-25 (payable on actual measurement of works & abstruct of cost & as per Government rule at the time of payment)
0.18
152823
849019.71
Considering Cess @ 1% on sl no 2 -26 (payable on actual measurement of works & abstruct of cost & as per Government rule at the time of payment)
0.01
10018
1001843.26
PROCUREMENT OF MATERIALS OF MAJOR RLI SCHEME
-
-
-
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.
234
357786
1529
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.
300
181500
605
140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/1988 with latest amendments with free solvent cement.
582
170526
293
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.
36
17640
490
200X200X200 mm dia P.V.C. Equal Tee with free solvent cement.
12
17784
1482
140X140X140 mm dia P.V.C. Equal Tee with free solvent cement.
25
17800
712
315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P.
2
9188
4594
200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P.
8
10608
1326
140 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P..
25
11550
462
200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.
15
14910
994
200 mm. dia 600 (IS. No. 10124/ 88 Part- 8 with latest amendment) bend
4
7104
1776
140 mm. dia 900 (IS. No. 10124/ 88 Part- 8 with latest amendment) bend
30
19410
647
140 mm. dia 600 ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend
10
6470
647
200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
2
1510
755
140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
2
660
330
Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement.
6
7116
1186
Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement.
24
7224
301
Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement.
90
11700
130
Extra Solvent cement I.S. 14182-1994 with latest amendments
3
1275
425
B. M.S / G.I. ACCESSORIES
-
-
-
M.S. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set)
1
875000
875000
G.I Pipe, IS:1239(part-I), Galv- IS4736 150 MM dia. With flange
84
319200
3800
Foundation Bolt (M.S/GI )
-
-
-
Foundation Bolt, FOR DC(MS/GI)
44
10120
230
Nuts & Bolts (G.I)
-
-
-
M 20x80 mm.
130
23530
181
M 20x100 mm.
50
9050
181
M.16x65 mm
20
3620
181
M 16x80 mm
10
1810
181
M 16x 50 mm
12
2172
181
Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) 500mm.dia(Table-5)
6
9000
1500
Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment .
-
-
-
300 mm dia( Table-11)
4
1188
297
300 mm dia( Table-5)
6
1728
288
200mm.dia( Table-11)
6
1080
180
200mm.dia( Table-5)
12
2160
180
150mm.dia( Table -17)
80
13680
171
150mm.dia( Table -5)
14
2394
171
80 mm.dia(Table-17)
2
118
59
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