Urban Development Department Tender
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Costs
EMD
₹ 36,532Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UDD_98854_1Tender No
UDD/NPB/37/2024-25Tender 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.
171.87
330
56775.54
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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)
13.1
4598
60236.81
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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
26.19
5218
136659.42
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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
52.39
6082
318659.56
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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)
26.19
5218
136659.42
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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)}
5.55
82096
455635.8
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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)
859.58
194
167188.31
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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).
78.58
128
10127.39
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CARRIAGE CHARGE OF MATERIAL
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-
-
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Cement (1k+5p)
47.23
477
22547.6
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Sand (2k+8p)
71.27
287
20504.38
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Chips (2k+35p)
100.12
689
69028.74
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Bricks (2k+6p)
5.58
672
3754.78
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Soil 2k+3p)
78.58
156
12329.2
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Steel (1k+5p)
5.55
477
2649.57
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G.S.T 18%
18
15326
275877
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L.C 1%
1
18085
18085.27
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