Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date26 Jun 2024
Closing Date3 Jul 2024
Tender Amount₹ 39,30,000
Costs
EMD
₹ 78,600Document Cost
₹ 1,100Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_251107_3Bid Award Id
ViewTender No
E-NIT No 12 of 2024-25EE RnB Grz 1083-92 E-tendering Dated-25-06-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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65 mm dia GI pipes
798
64079
80.3
... More
50 mm dia GI pipes
800
35880
44.85
... More
40 mm dia GI pipes
808
36238
44.85
... More
25 mm dia GI pipes
253
8526
33.7
... More
20 mm dia GI pipes
193
4294
22.25
... More
15 mm dia GI pipes
190
4227
22.25
... More
63 mm dia HDPE pipes
400
14000
35
... More
50 mm dia HDPE pipes
800
20000
25
... More
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore
30
21907
730.25
... More
50 to 80 mm nominal bore
4
5549
1387.25
... More
Providing and Fixing of pipe Specials incl. Tees, Elbows, Bends, Reducers, Gate Valves and Bib cocks Complete Job. (To be paid as per actual)
1
50000
50000
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Providing fixing & fixing of 8 mm thick Flanges toG.I Pipes including cutting of threaded portion, welding, washers including cost of Flanges with Nuts and Bolts including making joint leak proof including all sorts of labours whatsoever and carriages required .complete job 80mm dia
50
60000
1200
... More
65mm dia
65
71500
1100
... More
50mm dia
65
65000
1000
... More
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.
1094.36
239009
218.4
... More
Providing & Filling Hand packing of stones into B.A wire crates of 4”x4”mesh- 4mm wire incld. cost. of stones ,and cost. of creates and all carriages complete job.
144.98
362450
2500
... More
Carriage of materials from source to site of work by M.T incld. Loading, un loading and stacking. Pipes for avg. lead 22 Km
16.01
6145
383.95
... More
Carriage of materials from Road site to actual site of work by head load incld. Loading, un loading and stacking. Pipes for avg. lead 3000 Mtrs
16.01
22648
1415.01
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Construction of Presetling Tank.
Earth work in excavation by manual means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil
12.24
5866
479.3
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Ordinary Rock
5.25
4855
924.8
... More
P/L of dry stone soling hand packed in excavated trenches.
2.66
2494
937.9
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 fine sand : 8 graded stone aggregate 40mm nominal size) nallah
2.66
13839
5202.9
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level.1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Base
3.39
26418
7788.4
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Walls
23.31
219013
9395.7
... More
Suspend Floor
2.5
24554
9821.85
... More
Providing and laying of MS main hole cover of 0.75x0.75 mtr size fixed with 50x6mm ISA.
1
3000
3000
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Mild steel and medium tensile steel bars
4380.3
505267
115.35
... More
Centering and shuttering including strutting propping etc and removal of form work for. Base
4.24
1214
286.35
... More
Walls
77.7
48869
628.95
... More
Suspend Floor
16.96
12180
718.2
... More
Carriage of materials from source to site of work by M.T incld. Loading, un loading and stacking. Sand for avg. lead 8 Km
14.34
3552
247.72
... More
Stone Soling for avg. lead 8 Km
2.66
775
291.45
... More
Agg. for avg. lead 8 Km
28.36
7025
247.72
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Cement & Steel for avg. lead 33 Km
16.51
6339
383.95
... More
Carriage of materials from Road site to actual site of work by head load incld. Loading, un loading and stacking. Sand for avg. lead 3000 mtrs
14.34
39841
2778.38
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Stone Soling for avg. lead 3000 mtrs
2.66
8694
3268.68
... More
Agg. for avg. lead 3000 mtrs
28.36
78794
2778.38
... More
Cement for avg. lead 3000 mtrs
12.13
13611
1122.17
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Steel for avg. lead 3000 mtrs
4.38
10559
2410.78
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Construction of 03 Intake Chamber Earth work in excavation by manual means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil
26.97
12926
479.3
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Ordinary Rock
11.55
10681
924.8
... More
P/L of dry stone soling hand packedin excavated trenches.
3.09
2898
937.9
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 fine sand : 8 graded stone aggregate 40mm nominal size)
3.09
16076
5202.9
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level.1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Base
3.08
23996
7788.4
... More
Walls
8.93
83884
9395.7
... More
Suspend Floor
1.56
15322
9821.85
... More
Providing and laying of MS main hole cover of 0.75x0.75 mtr size fixed with 50x6mm ISA.
3
7500
2500
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Mild steel and medium tensile steel bars
1356.9
156518
115.35
... More
Centering and shuttering including strutting propping etc and removal of form work for. Base
9.36
2680
286.35
... More
Walls
59.52
37435
628.95
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Suspend Floor
7.2
5171
718.2
... More
Carriage of materials from source to site of work by M.T incld. Loading, un loading and stacking. Sand for avg. lead 8 Km
7.5
1857
247.72
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Stone Soling for avg. lead 8 Km
3.09
900
291.45
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Agg. for avg. lead 8 Km
14.82
3671
247.72
... More
Cement & Steel for avg. lead 22 Km
7.29
2799
383.95
... More
Carriage of materials from Road site to actual site of work by head load incld. Loading, un loading and stacking. Sand for avg. lead 3000 mtrs
7.5
20837
2778.38
... More
Stone Soling for avg. lead 3000 mtrs
3.09
10100
3268.68
... More
Agg. for avg. lead 3000 mtrs
14.82
41175
2778.38
... More
Cement for avg. lead 3000 mtrs
5.94
6665
1122.17
... More
Steel for avg. lead 3000 mtrs
1.35
3254
2410.78
... More
Construction of 0.05 lacs gallons capacity RCC S.R
Earth work in excavation by manual means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil
40.68
19497
479.3
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Ordinary Rock
17.43
16119
924.8
... More
P/L of dry stone soling hand packed in excavated trenches.
1.8
1688
937.9
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 fine sand : 8 graded stone aggregate 40mm nominal size) nallah
1.2
6243
5202.9
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level.1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Base
2.41
18770
7788.4
... More
Walls
10.23
96118
9395.7
... More
Ring Beam
1.04
10254
9821.85
... More
Dome
1.7
17641
10377.15
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Mild steel and medium tensile steel bars
1540
177639
115.35
... More
Centering and shuttering including strutting propping etc and removal of form work for. Base
2.46
704
286.35
... More
Ring Beam
5.96
3442
577.55
... More
Wall
81.76
51422
628.95
... More
Dome
11.25
25663
2281.2
... More
Providing and laying of MS main hole cover of 0.75x0.75 mtr size fixed with 50x6mm ISA.
1
2500
2500
... More
Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
120.71
7604
63
... More
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.
14.53
3173
218.4
... More
Carriage of materials from source to site of work by M.T incld. Loading, un loading and stacking. Sand for avg. lead 8 Km
7.47
1850
247.72
... More
Stone Soling for avg. lead 8 Km
1.8
524
291.45
... More
Agg. for avg. lead 8 Km
14.77
3658
247.72
... More
Cement & Steel for avg. lead 22 Km
7.9
3033
383.95
... More
Carriage of materials from Road site to actual site of work by head load incld. Loading, un loading and stacking. Sand for avg. lead 3000 mtrs
7.47
20754
2778.38
... More
Stone Soling for avg. lead 3000 mtrs
1.8
5883
3268.68
... More
Agg. for avg. lead 3000 mtrs
14.77
41036
2778.38
... More
Cement for avg. lead 3000 mtrs
6.36
7137
1122.17
... More
Steel for avg. lead 3000 mtrs
1.54
3712
2410.78
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