Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Civil And Construction
Civil Works Others
Construction Material
Eprocure
Opening Date22 Feb 2024
Closing Date29 Feb 2024
Tender Amount₹ 1,35,89,000
Costs
EMD
₹ 1,36,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APUDH_1706_1Tender No
CEUD/PLG-500/2023-24Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://http://udarunachal.gov.in/
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Documents
BOQ Items
Material Recovery Fecility building
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Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), 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 soil as directed within a lead of 50m.
163.97
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Dry rubble Flooring
28.46
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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.
125.83
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Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
89.66
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Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
54
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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 :
20.1
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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.
9.08
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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.
18.67
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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
73.73
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b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
384.12
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e) Column, pillars, posts and struts etc
111.5
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d) Lintels, beams, girders, bressumers and cantilevers etc.
202.73
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Reinforcement of RCC work including bending, binding and placing in position complete: b) Tar/TMT steel
4384.84
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Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
81.31
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Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
81.31
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Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth
11.32
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Extra for half brick masonry in superstructure above plinth level and up to floor two level.
11.32
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Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
1.05
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Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. a) 40 mm thick including anodized aluminum butt hinges with necessary screws.
17
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Supplying and fixing fully glazed shutters made out of best available hard wood for windows and clerestory windows using 7.50 Kg/Sq.m. 3 mm thick glass panes including applying one coat of approved wood primer.
7.28
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Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws
109.17
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Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. a) 300 X 16 mm
26
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Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. a) Tower bolt 300 X 10 mm
26
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b) Tower bolt 150 X 10 mm
22
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Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.-[125mm]
37
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Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc
92.59
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White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.
37.87
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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. c) 75 mm thick
306.05
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Dry rubble Flooring
212.28
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Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position
6.64
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Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately).
360
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Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. a) Best local approved quality wood
843.5
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Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses a) 0.80 mm thick GI sheet
611.46
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Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complet b) 0.63 mm thick GI sheet
23.7
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Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
7775.33
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
747.03
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Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of 0.7 Kg : 0.7 Kg : 1 Litre on wood work complete.
3548.02
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Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
71.87
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Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
71.87
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White washing with lime on new work (two or more coats) to give an even shade.
747.03
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Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of
whiting to give an even shade
747.03
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Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
147.24
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Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
178.6
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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
150
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b) 20 mm nominal bore
120
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Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 20 mm nominal bore
150
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b) 32 mm nominal bore
450
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f) 50 mm nominal bore
356
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Providing and fixing brass bib cock of approved quality. a) 15 mm nominal bore
10
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Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore
3
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Providing and fixing brass full way valve with wheel of approved quality a) 32 mm nominal bore
1
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c) 50 mm nominal bore
1
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Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). a) 750 x 20 mm size
2
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Providing and fixing toilet paper holder. a) CP Brass
2
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Providing and fixing white vitreous china pedestal type (European type WC pan) water closet with seat and lid with CP brass hinges and rubber buffers, 12.5 Litres white vitreous china low-level flushing cistern with fittings and brackets 40 mm white porcelain in enamel led flush band, 20 mm over flow pipe with specials and mosquito proof coupling of approved municipal design complete including cutting and making good the walls and floors where required. a) WC pan with white plastic seat and lid.
2
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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. a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
2
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Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap.
6
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Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia
12
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Providing and fixing sand cast iron heel rest sanitary bend. a) 100 mm dia
4
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Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. a) 100 x 100 x 100 mm
4
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Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors. a) 100 mm inlet and 100 mm outlet
2
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Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required. a) Range of two urinals with 10 Litre CI automatic flushing cistern
1
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Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC. a) 250 x 130 x 30 mm
1
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Internal Electrification
1
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Carriage of Materials
1
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Steel 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.
15.55
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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.
1.79
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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).
4.7
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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).
2.03
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Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars.
443.29
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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
7.66
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c) In Flats upto 10 mm in thickness.
6.01
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Centring and shuttering including strutting proping etc. and removal of form work for: a) For base and foundation
6.48
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c) Columns, pillars and piers.
18.81
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12 mm cement plaster 1:6 ( 1 Cement : 6 Fine sand )
18
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White washing same as Item No. 8
18
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Carriage of Materials
1
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Leachate Tank
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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.
5.51
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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.
1.38
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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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
0.53
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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) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
12.08
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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 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
0.92
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Centring and shuttering including strutting, propping etc and removal of form work for : a)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
96.6
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b)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
9.18
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Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.
1525.46
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15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.
47
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Neat cement punning.
47
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Add for Carrige
1
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Septic Tank
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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.
19.98
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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.
1.53
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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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
1.53
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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) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
4.06
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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 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
0.95
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Centring and shuttering including strutting, propping etc and removal of form work for : a)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
35.69
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b)Suspended floors,
8.94
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Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.
920.43
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15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.
27.91
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Neat cement punning.
27.91
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Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia
15
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b) 75 mm dia
7.5
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Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.
1
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Add Carrige Charge
1
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Approach road
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Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.
611.57
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) [ for grading- I Material]
137.6
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Dry Lean Cement Concrete Sub- baseConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
61.19
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Cement Concrete Pavement:-Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
91.78
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Cable Duct Across the Road:-Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Triple Row for three utility services.
11.65
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Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundations and Plinth.
153.28
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Carriage of Materials
1
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Bore Well
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Provision for drilling bore hole having upto 90 mtrs. drilling depth in underground formation such as alluvial & hard rock formation for drilling diameter upto 200mm using ERW/EFW M.S. Blank/slotted Pipe upto 155mm OD with 6mm thickness all complete.
90
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Geopyhsical survey Charges(minimum 3 locations) including transportation charges and labour charges etc. complete
3
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