Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Eprocure
Opening Date18 Mar 2025
Closing Soon26 Mar 2025
Tender Amount₹ 1,51,44,788
Costs
EMD
₹ 3,02,900Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRD_99630_1Tender No
WRD/SMP/CC/MDD3/04F2/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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Earthwork in filing in flood embankment canal banks(canal dischcharge upto 28 cumecs) as well as special repair of embankment and canal banks in ordinary soil in proper profile (vide classification of soil item-A) obtained from borrow area or any other sources free from logs, roots or any other ingredients etc. with initial lead of 15 M and initial lift of 1.5 m including breaking clods to maximum50 mm cube placing the earth in layers not exceeding 225 mm thick complete as per specification and direction of E/I.(Mode of measurement -sectional measurement shall be of compacted earth)
910.38
127
116464.91
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Watering and Consolidation of Earth laid in 150 mm to 225 mm layer by manual labour with C.I hammer to achieve minimum 85 % of maximum dry density including supply of water and necessary tools and plants with all lead and lift all complete as per specification and direction of E/I
910.38
39
36233.12
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Providing compacted 75 mm thick sand filter required F.M. As per design on side slope and bed complete job as per specification and direction of E/I
865.01
144
124820.94
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Supplying and laying of L.D.P.E sheet of 100 micron over fine sand cushioning below p.c.c slab in bed all complete job as per specification and direction of E/I
3940.5
8
33494.25
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Supply and placing of Hessian Cloth(0.3kg/Mw cot.) (M-268 of WRD SOR 2022)
6956.6
43
303864.29
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Providing 100 mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20 mm and down) and coarse sand of approved quality of required F.M(2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joint including cost of form work and its removal ,curing,royalty and all other taxes,complete job as per specification and direction of E/I.
921.04
8289
7635025.55
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Providing 10 mm thick vertical joints at suitable interval joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete job as per specification and direction of E/I. for canal side slope 7.2.10.1
1994.07
166
332570.99
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for canal bed 7.2.10.2
280.4
110
30928.12
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Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (7.1.27)
557.16
151
84259.31
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Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. (7.1.10)
557.16
15
8569.12
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Providing and laying clean sand in filling in foundation trenches including ramming as well as royalty and all taxes etc. as per specification and direction of E/I. (7.1.37)
6.28
584
3670.16
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
6.28
4027
25290.44
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
219.24
4598
1008115.95
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,
shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
65.84
4961
326680.3
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Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
554.44
372
206650.88
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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)
196.8
115
22712.69
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Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (a) 10mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag
(RINL)}
2.19
82096
179791.42
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(b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag
(RINL)})
3.68
80879
297796.74
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(c) 16mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag
(RINL)})
0.67
80879
53865.46
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RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia
30
1115
33450
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Labour for Layin fitting and fixing NP2 Hume Pipe with collars in lineand grade as well as providing approved jointing materials and joints properly filledto make tham water proof all complete as per specification and direction of E/I7.6.1.3
30
361
10857
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Carriage of materials at site (i) Cement
398.87
638
254518.95
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(ii) Sand
1417.61
282
400333.06
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(iii) Stone chips
1088.39
297
323251.83
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(iv) Stone Metal
10.04
297
2981.88
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(vi) NP4 Pipe
30
591
17748
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(vi) Steel
6.54
638
4173.25
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Add GST @18%
1
2287348
2287348.36
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Add Labour Cess @1%
1
149948
149948.39
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