Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Construction Material
Pipe Line Project
Eprocure
Opening Date10 Feb 2025
Closing Date15 Feb 2025
Tender Amount₹ 21,01,000
Costs
EMD
₹ 63,000Document Cost
₹ 200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PHE_272159_1Tender No
18/JSDS of 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing & laying of stone soling hand packed in trenches.(Nallah)
9.45
616
5824.98
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
9.45
5202
49167.41
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
45
5733
258012
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Reinforced cement concrete work in walls (any thickness) including attached pilasters buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
1.22
9395
11462.75
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Providing and laying in position specified grade of Reinforced cement concrete including curing but excluding the cost of centring, shuttering , finishing & reinforcement . All work upto plinth level with 1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size)
0.06
7788
467.3
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.
97
123
11950.4
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Structural steel work in single section, fixed with or without connecting
plate, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer all complete
1553
120
187602.4
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Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
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Foundation,footings for mass concrete
52.2
286
14947.47
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Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc
282
628
177363.9
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12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand)
192
283
54489.6
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Providing and fixing G.I. chain link fabric fencing of required width in
mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,
bolts and washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia 4 mm
162
809
131203.8
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Steel work welded in built up sections/framed work, including cutting,
hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and
similar works.
300
181
54480
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Providing and fixing of 12mm MS Flanges including carriage cost of nuts bolt washers all sorts of welding coplete job.
200
1200
240000
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Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)150mm dia
15.34
270
4143.33
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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes orDuctile Iron Pipes including testing of joints and including the cost of rubber gasket
-
-
-
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150mm dia
11
150
1653.85
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Laying and fitting of G.I. pipes (all classes) complete excluding cost of
pipes, fittings and Earth work.
-
-
-
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50 mm dia nominal bore (light)
600
44
26910
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40nn dia nominal bore (light)
1000
44
44850
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
673.7
218
147136.08
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Providing and fixing of M,S surface regulatory boxes fabricated out of 6 mm thick MS Plate duly embedded/anchored in M15 cement concrete base with suitable size of legs having arrangement of locking hinges,handles protected with anticorrosive paint. Internal minimum size to be (150x150x100)cm subject to actual site of wok
2
20000
40000
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Providing & fixing of Pipe specials of different Dia's including cost of rubber gasket required as per site conditions - complete job.
-
-
-
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REDUCER SOCKET
-
-
-
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50x40mm ø G.I =
4
100
400
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GI TEE
-
-
-
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50x50x50 mm ø G.I =
4
150
600
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40x40x40 mm ø G.I =
5
130
650
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50x50x40 mm ø G.I =
5
160
800
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50x50x25 mm ø G.I =
4
150
600
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50x50x20 mm ø G.I =
4
150
600
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40x40x25 mm ø G.I =
10
130
1300
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40x40x20mm ø G.I =
10
110
1100
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ELBOW
-
-
-
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50mm ø G.I =
8
179
1432
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40mm ø G.I =
8
130
1040
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25mm ø G.I =
8
80
640
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20mm ø G.I =
8
50
400
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UNOIN
-
-
-
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50mm ø G.I =
4
250
1000
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40mm ø G.I =
5
180
900
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25mm ø G.I =
6
100
600
... More
20mm ø G.I =
8
80
640
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Painting with synthetic enamel paint of approved brand and manufacture
to give an even shade.Two or more coats on new work
226.8
131
29903.58
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Providing and fixing gun metal gate valve with C.I. wheel of approved
quality (screwed end)
-
-
-
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80 mm ø
2
2605
5210.3
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65mm ø
2
1646
3292.1
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50mm ø
4
986
3944.6
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40mm ø
2
834
1669.2
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Providing /fixing of Sluice Valves from standard manufactures like VAG/Kirlosker/Zoloto Confirming to BIS standards incl, nuts ,bolts washers,spun yarn ,lead caulking as per Site requirement
-
-
-
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150mm dia D.I
2
26000
52000
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100 mm dia D.I
4
20000
80000
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80 mm dia D.I
2
16000
32000
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Carriage of material from source upto site of work by mechanical means incl. loading, unloading and stacking complete.
-
-
-
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150MM D.I Pipe for an average lead of 35 kms
60
20
1257.6
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Below 100 mm Dia for an average lead of 35 kms
14.79
511
7564.79
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cement & steel from Divl. Store/source for an avg. lead of 15 km.
13.61
310
4232.57
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Stone soling for an avg. lead of 10 km
9.45
411
3887.92
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Sand /20mm aggregate for avg. lead of 35 km
77.64
595
46222.97
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Extra Carriage of material from dumping site to actual site of work by manual means (Head load) for an avg lead of 260 mtrs.
-
-
-
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150 mm dia D.I pipe
60
9
580.2
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Below 100 mm dia for an avg. lead of 260 mtr
14.79
254
3756.81
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