Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Building Construction
Eprocure
Opening Date29 Mar 2025
Closing Date4 Apr 2025
Tender Amount₹ 1,44,81,000
Costs
EMD
₹ 1,45,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_APUDH_2465_1Tender No
CEUD/PLG/DIA/TS-682/2024-25Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://http://udarunachal.gov.in/
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Documents
BOQ Items
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Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
316.64
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-
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coursed rubble masonry (first sort ) with hard stone in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand)
108.44
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-
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coursed rubble masonry (second sort ) with hard stone in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand)
108.44
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-
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Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. A) Foundation and Plinth
41.64
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-
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Reinforcement concrete work in foundation,footings,bases of columns etc and Mass concrete excluding cost of centring, shuttering and reinforcement in a) M20 (1 cement:1.5 Coarse Sand : 3 Stone aggregate 20mm nominal Size)
67.46
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-
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Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
40.77
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-
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Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
93.69
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-
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Centring and shuttering including strutting, propping etc and removal of formwork for :
a) Foundation, footings, bases of columns etc. and mass concrete
449.71
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-
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d) Lintels, beams, girders, bressumers and cantilevers etc.
624.6
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-
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d) Columns, Pillars, Posts and Struts etc.
499.68
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-
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e) walls
3470
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-
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Reinforcement of RCC work including bending, binding and placing in position complete.
b) Tar/TMT steel
20823.61
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-
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half brick masonry in Cm 1:3
124.92
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-
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Extra for half brickwork in superstructure above plinth level
124.92
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-
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12 mm cement plaster 1 : 4(1 cement : 4 fine sand).
2515.75
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-
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Applying one coat of cement primer of approved brand and manufacture and required shade on new work ( three or more coats) to give an even shade.
2515.75
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finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work ( three or more coats ) to give an even shade.
2515.75
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-
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MS Barbed wire fencing
8627.36
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-
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Add carriage charges
1
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-
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GATE
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Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
3.62
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-
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Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
0.55
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-
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Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
1.15
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-
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Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
c) 1 : 1.5 : 3 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
1.01
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-
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Reinforcement of RCC work including bending, binding and placing in position complete.
b) Cold twisted bars.
221.65
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-
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Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.
b) In Tees, Angles and Channels
3.83
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-
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c) In Flats upto 10 mm in thickness.
3
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-
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Centring and shuttering including strutting proping etc. and removal of form work for:
a) For base and foundation
3.24
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c) Columns, pillars and piers.
9.41
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12 mm cement plaster 1:6 ( 1 Cement : 6 Fine sand )
9
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-
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White washing same as Item No. 8
9
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-
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MS Steel Gate
1
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