Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date1 Feb 2024
Closing Date8 Feb 2024
Tender Amount₹ 1,38,71,000
Costs
EMD
₹ 1,39,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Construction Of Police Outpost At Dari, Leparada District
Description
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Contact
Tender Id
2024_APUDH_1638_1Bid Award Id
ViewTender No
CEUD/PLG/HOME-480/2023-24Tender 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
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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
4875.01
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Disposal of excavated earth on the barren valley side. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side)
4875.01
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BUILDING PORTION
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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.
32.67
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Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
10.89
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Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
14.26
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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.
7.34
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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)
1.41
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Reinforcement of RCC work including bending, binding and placing in position complete. b) Tor/TMT steel
5583.53
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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 excluding cost of centring, shuttering and reinforcement a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
6.91
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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).
15.82
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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).
24.28
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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)
30.32
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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.
7.04
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b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
8.69
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c) Lintels, beams, girders, bressumers and cantilevers etc.
182.36
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d) Column, pillars, posts and struts etc.
122.76
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e) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
62.06
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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).
3.66
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Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
3.66
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Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.
162.54
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Extra for half brick masonry in superstructure above plinth level and up to floor two level.
162.54
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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.
25.16
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Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws. a) 38 mm thick best available local wood, class - B I
19.85
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Providing and fixing best available local wood glazed shutters for doors, windows and clerestory window using 7.5 kg/Sq.m. (3 mm thick glass panes) including black enamelled MS butt hinges with necessary screws. a) 35 mm thick
15.44
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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. b) Ornamental grill.
231.53
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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
7
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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) 300 x 10 mm
20
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b) 250 x 10 mm
14
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Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 125 mm
34
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Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size).
58
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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. a) 40 mm thick
194.26
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid
on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete d) Size of Tile 1000x1000 mm
194.26
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Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. d) Size of Tile 1000x1000 mm
39.73
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
803.37
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Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
15.44
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Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
41.15
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Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
82.3
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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.
82.3
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Applying one coat of cement primer of approved brand and manufacture on wall surface.
1333.83
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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
4001.48
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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).
37.95
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Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete.
63.85
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Providing laying and jointing glazed stone ware 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.a) 100 mm dia SW pipes
30
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Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. a) 100 mm dia SW pipes
30
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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
15
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Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 15 mm nominal bore
25
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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. a) 15 mm nominal bore
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 galvanised 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
3
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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
3
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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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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.
16
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
1.5
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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).
4.97
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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 in: a) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size)
1.5
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Centring and shuttering including strutting, propping etc and removal of form work forb) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
2.2
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
43.2
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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. a) 40 mm thick
7.5
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Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel
133.13
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Providing laying and jointing glazed stone ware 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.a) 200 mm dia SW vent pipes
12
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Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. a) 200 mm dia SW pipes
12
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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
1
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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 Internal Electrification
1
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CC PAVEMENT
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Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.a) Hard Shale and or Dhunda Soil
251.94
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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).
117.18
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Providing and laying 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 in:a) Foundations and plinth
134.76
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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.
53.9
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R WALL
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (without de-watering).Ordinary soil Manual Means
255
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:Foundations and plinth
25.5
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Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone shingle 20 mm nominal size) at plinth level.
159.38
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.Granular material
7.5
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Providing and laying cement concrete 1 : 3 : 6 (1 cement :3 coarse sand : 6 stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in :Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
83.18
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12 mm cement plaster (1 cement : 4 fine sand)
37.5
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
156.67
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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.
34.53
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Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
11.51
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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.
86.77
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in b) Walls i/c attached buttress..
8.29
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Reinforcement of RCC work including bending, binding and placing in position complete. a) Using 12mm dia. Tar/TMT bars
1398.34
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b) Using 8mm dia. Tar/TMT bars
1380.22
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Centring and shuttering including strutting, propping etc and removal of form work fora) Foundation, footings, bases of columns etc. and mass concrete
61.21
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b) Walls i/c attached buttress..
72.99
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e) Column, pillars, posts and struts etc.
448.9
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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)
2.72
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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 ement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and rienforcementa) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
33.67
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Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
7.3
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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.
656.93
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Extra for half brick masonry in superstructure above plinth level and up to floor two level.
656.93
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15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
1313.86
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Applying one coat of cement primer of approved brand and manufacture on wall surface.
1313.86
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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.
3941.59
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GATE
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Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.a) Ordinary Soil
3.46
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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.
1.8
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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).
1.2
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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).
5
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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.
4.14
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c) Column, pillars, posts and struts etc.
9
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Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel
154.92
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Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.b) In Tees, Angles, Flats and Channels
1.96
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Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.c) In Flats up to 10 mm in thickness
2.09
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Cattle Trap Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) Ordinary Soil
5.4
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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.
1.08
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
1.07
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-
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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.
7.04
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12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
7.16
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Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint b) In Tees, Angles, Flats and Channels
4.69
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UNDERGROUND SUMP
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WITH 2000 LTR. OVERHEAD WATER TANK (SINTEX)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.
10
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
0.9
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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)
2.06
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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 in:a) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
0.9
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Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel
264.18
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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.
27.52
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b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
1.72
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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.a) 40 mm Thick
4.5
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
13.76
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Neat cement punning.
13.76
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Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).a) 15 mm nominal bore
10
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Providing 2000 litres water tank to be staged at terrace.
1
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CARRIAGE OF MATERIAL Loading and Unloading of Engineering Material like Cement, steel, Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle /Surki/ Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads.
1
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Evaluation Notes How It Works ?
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