Urban Development Department Tender
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Costs
EMD
₹ 42,050Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UDD_98850_1Tender No
UDD/NPB/34/2024-25Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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Documents
BOQ Items
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Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
56.63
128
7298.47
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Centering and shuttering including strutting, propping etc. and removal of form for- foundations, footings, bases of columns, etc for mass concrete
93.83
194
18249.94
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Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and desposal of excavated earth as obtained to a distance upto 50 M including all lifts, leveling, ramming the foundation trenches, removing roots of trees shurbs all complete as per approved design, building specification and direction of E/I.
30.12
151
4572.82
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Extra for earthwork in hard soil as per specification and direction of E/I (vide classification of soil item B)
30.12
15
467.16
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Providing coarse clean sand in filling in foundation trenches or in plinth incuding Ramming and Watering in lares not exeeding 150 mm thick with all leads and lifts including cost of all materials, Labours, Royality and Taxes all complete as per Builiding Specification and direction of E/I.
1.58
589
931.43
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Providing designation 75B one Brick flat soling joints filled with local sand incuding cost of watering taxes royality all complete as per Building Specification and direction of E/I.
13.38
330
4419.95
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:1:2:4 (1 cement : 2 coarse sand (zone- III) : 4 graded stone aggregate 20 mm nominal size) (base of foundation)
0.98
4598
4506.27
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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 the work up to plinth level1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) (Foundation)
4.06
5218
21185.08
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Reinforced cement concrete works in walls (any thickness), including attached pilasters, buttresses, pilinth and string course, fillets, columns, pillars, piers, abutments, posts and struts etc. above pilinth level upto floor five level, excluding cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) (wall)
4.06
6082
24694.75
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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 the 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)(slab)
4.06
5218
21185.08
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Providing Tor steel reinforcement of 10mm, 12mm, & 16mm dia bars as per approved design and drawing -----do-----do----E/I......10 mm (TMT coil fe 500) {only valid for Tata(Tiscon), SAIL, JSPL, Electrosteel Steel Ltd. Bokaro and Vizag (RINL)}
1.08
82096
88664.26
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Centering and shuttering including strutting, propping etc. and removal of form for- foundations, footings, bases of columns, etc for mass concrete(Wall = 2no X 2side X L X H)(Below covering Slab = LXB)Side Slab = 2X(L+B)XH)
44.58
194
8670.81
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Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
6.1
128
786.17
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CARRIAGE CHARGE OF MATERIAL
-
-
-
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Cement (1k+5p)
51.22
477
24452.43
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Sand (2k+8p)
70.44
287
20265.59
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Chips (2k+35p)
441.4
689
304327.64
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Bricks (2k+6p)
0.44
672
296.08
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Metal (2k+35p)
115.62
740
85673.26
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Soil 2k+3p)
62.75
156
9845.48
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Steel (1k+5p)
1.08
477
515.59
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G.S.T 18%
18
17641
317545.38
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L.C 1%
1
20816
20815.62
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