Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date3 Jul 2024
Closing Date15 Jul 2024
Tender Amount₹ 7,42,000
Costs
EMD
₹ 14,840Document Cost
₹ 300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_251916_4Bid Award Id
ViewTender No
E-NIT No 16 of 2024-25 EE-RnB-Grz-1349-58 E-tendering Dated-02-07-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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BOQ Items
25 mm dia GI pipes
367
12367
33.7
20 mm dia GI pipes
655
14573
22.25
15 mm dia GI pipes
200
4450
22.25
50 mm dia HDPE pipes
550
13750
25
63 mm dia HDPE pipes
400
14000
35
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
10
7302
730.25
50 to 80 mm nominal bore
5
6936
1387.25
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
25000
25000
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.
444.92
97170
218.4
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.
36.97
92425
2500
Carriage of materials from source to site of work by M.T incld. Loading, un loading and stacking. Pipes for avg. lead 35 Km
3.58
1831
511.48
Carriage of materials from Road site to actual site of work by head load incld. Loading, un loading and stacking. Pipes for avg. lead 500 Mtrs
3.58
2217
619.51
Construction of 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
8.99
4308
479.3
Ordinary Rock
3.85
3560
924.8
P/L of dry stone soling hand packed in excavated trenches
1.03
966
937.9
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)
1.03
5343
5202.9
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
1.03
7998
7788.4
Walls
2.98
27961
9395.7
Suspend Floor
0.52
5107
9821.85
Providing and laying of MS main hole cover of 0.75x0.75 mtr size fixed with 50x6mm ISA.
1
2500
2500
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
452.3
52172
115.35
Centering and shuttering including strutting propping etc and removal of form work for. Base
3.12
893
286.35
Walls
19.84
12478
628.95
Suspend Floor
2.4
1723
718.2
Carriage of materials from source to site of work by M.T incld. Loading, un loading and stacking. Sand for avg. lead 1 Km
2.5
321
128.75
Agg. for avg. lead 1 Km
4.94
636
128.75
Cement & Steel for avg. lead 1 Km
2.43
1242
511.48
Stone soling for avg. lead 1 Km
1.03
156
151.47
Carriage of materials from Road site to actual site of work by head load incld. Loading, un loading and stacking. Sand for avg. lead 500 mtrs
2.5
1484
593.88
Stone Soling for avg. lead 500 mtrs
1.03
719
698.68
Agg. for avg. lead 500 mtrs
4.94
2933
593.88
Cement for avg. lead 500 mtrs
1.98
533
269.67
Steel for avg. lead 500 mtrs
0.45
260
579.28
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