Urban Development Department Tender
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Costs
EMD
₹ 23,604Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UDD_98857_1Tender No
UDD/NPB/39/2024-25Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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Documents
BOQ Items
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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.
123.12
330
40671.46
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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)
9.38
4598
43131.4
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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
18.76
5218
97889.68
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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
30.02
6082
182595.15
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcememt - All work upto pilinth level1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size)(slab)
18.75
5218
97837.5
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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)}
3.6
82096
295547.54
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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)
517.23
194
100601.24
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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).
52.53
128
6770.07
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CARRIAGE CHARGE OF MATERIAL
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-
-
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Cement (1k+5p)
30.76
477
14684.82
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Sand (2k+8p)
47.85
287
13766.45
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Chips (2k+35p)
65.37
689
45070
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Bricks (2k+6p)
4.01
672
2698.33
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Soil 2k+3p)
52.53
156
8241.96
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Steel (1k+5p)
0.09
477
42.97
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G.S.T 18%
18
9902
178245.9
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L.C 1%
1
11685
11685.01
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