Water Resources Department Tender
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Costs
EMD
₹ 54,500Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRD_99728_1Tender No
WRD/IrrDivJasidih/F2-01/24-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://wrdjharkhand.nic.in/
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Documents
BOQ Items
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed placed, in foundation and compacted by vibration including curing for 14 days . (RCD 12.04) PCC 1:3:6 grade M-10
10.08
3368
33954.48
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Plain /reinforced cement concrete in open foundation complete as per drawing and technical specification.(RCD 12.08A Case II) PCC grade M-15 using batching plant and manual placing.
83.2
3735
310780.7
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Plain /reinforced cement concrete in sub structure complete as per drawing and technical specification. (RCD 13.05.A (p) )PCC grade M-15, height upto 5 m
62.96
3725
234578.94
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Plain /reinforced cement concrete in open foundation complete as per drawing and technical specification.(RCD 12.08 C)
RCC Grade M-20
case-II Using batching plant, transit mixer & manual placing
19.66
4480
88091.11
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Plain /reinforced cement concrete in Sub structure complete as per drawing and technical specification.(RCD13.05.E (p)) RCC Grade M-20 using batching plant transit mixer & concrete pump. Height upto 5m
31.92
4188
133704.3
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Furnishing and placing reinforced/ prestressed cement concrete in Super structure as per drawing and technical specification.(RCD 14.01A(i)) For solid slab super structure , 20-30 percent of (a+b+c) . (p) Height upto 5m RCC Grade M-20 using Batching plant Transit Mixer and Concrete pump
7.05
4521
31888.73
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Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I.(6.9)
45
166
7490.7
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Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I.(7.1.31)
111.92
115
12916.69
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E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) . Lead Beyond 150 M but upto 500 M.(7.1.26.1)
491.62
173
85339.62
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Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction ofE/I (Mode of measurement- sectional measurement of compacted earth).(7.1.39)
983.23
25
25318.22
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Supply of stone boulder size minimum 300 mm for pitching (M-018)
53.41
495
26436.96
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Labour charges for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts as per specification and direction of E/I.(7.7.18)(6.6.6)
53.41
968
51708.02
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Supplying ,fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. (RCD 12.42)
1.58
87322
137707.74
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Supplying ,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. (RCD 13.06)
5.96
87672
522266.87
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Supplying ,fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (RCD 14.02)
0.64
87821
56381.53
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Carriage of Materials Cement (35KM P+1KM K)
73.77
738
54507.18
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Sand (35KM P+1KM K)
125.59
641
80614.35
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Chips (35KM P+1KM K)
191.29
641
122782.66
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Steel (35KM P+1KM K)
8.18
738
6041.25
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S. Boulder (35KM P+1KM K)
53.41
664
35512.58
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G.S.T. @ 18%
2282989.67
-
410938.14
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Labour Cess @ 1%
2693927.81
-
26939.28
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