Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Jan 2024
Closing Date26 Jan 2024
Tender Amount₹ 11,14,000
Costs
EMD
₹ 1,11,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APUDH_1587_1Bid Award Id
ViewTender No
EE/UD/YKG/BE-13/2022-23Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://http://udarunachal.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
EARTH/SAND WORK :-
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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
455.28
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Dry rubble Flooring
71.01
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CONCRETE WORK :-
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Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
352.09
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Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering
32.19
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REINFORCEMENT WORK :-
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Reinforcement of RCC work including bending, binding and placing in position complete
b) Tar/TMT steel
34125.62
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CENTERING AND SHUTTERING
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Centring and shuttering including strutting proping etc. and removal of form work for:
a) Foundation, footings, bases of columns etc. and mass concrete.
201.6
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b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
49.3
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e) Column, pillars, posts and struts etc.
513.65
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c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
492.6
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d) Lintels, beams, girders, bressumers and cantilevers etc.
297.02
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f) Stairs (excluding landings) except spiral stair cases.
53.4
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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).
31.95
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Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
14.85
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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 thicknessnot 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 : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
34.56
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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
b)1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
59.28
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Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
57.65
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Reinforced cement concrete work in stair cases (excluding landing) except spiral cases 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, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
17.4
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BRICK WORK :-
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Half Brick work with best available local bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
621.18
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ALUMINIUM WORK :-
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately) :
(1.1)Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,Minimum anodic coating of grade SC 15)
367.92
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Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.
12
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FINISHING WORK :-
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
1598.44
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Pre-cast terrazzo tiles 20 mm thick with white, black or white and black marble chips of sizes up to 6 mm laid in floor, treads of steps and landings on 25 mm thick bed of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with pre-cast tiles of :
b) Medium shade using approximately 50% white cement and 50% ordinary
342.61
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PAINTING WORK :-
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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
775.5
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WATER SUPPLY FITTINGS WORK :-
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Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
a) 15 mm nominal bore
225
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Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
b) 20 mm nominal bore
180
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Providing and fixing brass bib cock of approved quality
a) 15 mm nominal bore
6
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Providing and fixing brass stop cock of approved quality
b) 20 mm nominal bore
3
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SANITARY FITTINGS WORK :-
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Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with CP brass screws and washers
4
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Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleats with CP brass screws
2
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Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleats with CP brass screws (heavy quality)
a) 750 x 20 mm size
2
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Providing and fixing CP brass shower rose with 15 mm or 20 mm dia inlet
b) 150 mm dia
3
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Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required
a) Long Pan patten WC Pan
4
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Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete
4
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Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required
b) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality.
9
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Cost of Carriage
1
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Add for electrification
1
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Cold storage
1
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Centring and shuttering including strutting, propping etc and removal of form work for :
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
22.6
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c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
17.56
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d) Lintels, beams, girders, bressumers and cantilevers etc.
14.4
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e) Column, pillars, posts and struts etc.
14.4
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Reinforcement of RCC work including bending, binding and placing in position complete.
b) Tar/ TMT steel
841.93
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Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
3.6
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Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 centring and shuttering and reinforcement with M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
1.88
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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).
1.19
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Reinforcement cement concrete work in columns, pillars,post and struts etc up to floor two levelincluding finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3fine 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).
1.08
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20 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
152
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Neat cement punning.
23.64
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Painting two or more coats with black anti-corrosive bituminoustic paint of approved brand and manufacture on new work to give an even shade.
23.64
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White washing with whiting on new work (three or more coats) to give even shade.
60.76
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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.
76.16
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Add for Carriage=
1
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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 cking the excavated soil not more than 3 m clear from the edge of the cavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of ndation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
35.18
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Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
15.52
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Dry rubble Flooring
2.59
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Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
1.73
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Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
2.61
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b) Walls (any thickness) including attached pilasters, buttresses, plinth and string
courses etc.
53.8
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c) Suspended floors, roofs, landings shelves and their supports, balconies and
chajjas (3.5 m height).
9.23
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d) Lintels, beams, girders, bressumers and cantilevers etc.
0.9
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Reinforcement of RCC work including bending, binding and placing in position complete:
b) Tar/ TMT steel
483.67
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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 :
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
1.17
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Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
3.34
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Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
0.93
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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).
0.06
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12mm cement plaster 1:3 (1 cement: 3 fine sand)
40.1
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Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement b)40mm thick .
5.1
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Neat Cement punning
32.84
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Providing & laying jointed glazed stoneware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1(1 cement:1 fine sand) including testing of joints etc complete:
b)150 mm sw pipe
12
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Providing& laying cement concrete 1:5:10 lime sand (1 cement:5 lime sand :10 graded stone aggragate 40mm nominal size):all around SW Pipe including bed concrete 15 cm thick as per standard design.
b)150mm sw pipe
12
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Providing & fixing sand cast iron cast/ iron (spun) soil,waste and vent pipes a) 100mm dia
12
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Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design.
1
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Add for carriage charge
1
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