Department Of Housing And Urban Affairs Tender
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Costs
EMD
₹ 1,16,000Document Cost
₹ 1,200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_DHUA_28562_1Bid Award Id
ViewTender No
CE/H and UA/17/PT-III/22-23/34, date30/12/2022Tender Authority
Department Of Housing And Urban Affairs ViewPurchaser Address
-Website
http://assamtenders.gov.in
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Documents
BOQ Items
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Providing and laying filoter media underneath pitching in slopes complete as per drawing and technical specification clause 1302
212.88
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Providing and laying pitching in slopes laid over prepared filter media as per drawing and technical specifications clause 1302
373.46
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Earth work in Excavation
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Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
334.41
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Excavating, supplying and filling of local earth (including royalty) by
mechanical transport upto a lead of 5km also including ramming and
watering of the earth in layers not exceeding 20 cm in trenches, plinth,
sides of foundation etc. complete.
537.77
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Construction of side drain
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Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
144.7
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Dry brick on edge flooring in required pattern with bricks of class
designation 7.5 on a bed of 12 mm mud mortar, including filling joints
with Jamuna sand, with common burnt clay non modular bricks.
190.4
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Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural
sources : 6 graded stone aggregate 20 mm nominal size
derived from natural sources)
19.04
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Brick work 7 cm thick with common burnt clay F.P.S. (non modular)
brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3
coarse sand) in superstructure above plinth level and upto floor five
level.
285.6
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15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a
floating coat of neat cement on the rough side of single or half brick
wall.
392.7
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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 work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size de
rived from natural sources)
13.33
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Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1680.01
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Renovation of Community Hall
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52 mm thick cement concrete flooring with concrete hardener topping,
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12
mm thick cement hardener consisting of mix 1:2 (1 cement hardener
mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
124.15
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Providing and fixing precoated galvanised iron profile sheets (size,
shape and pitch of corrugation as approved by Engineer-in-charge)
0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120
grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns
epoxy primer on both side of the sheet and polyester top coat 15-18
microns. Sheet should have protective guard film of 25 microns
minimum to avoid scratches during transportation and should be
supplied in single length upto 12 metre or as desired by Engineerin-
charge. The sheet shall be fixed using self drilling /self tapping
screws of size (5.5x 55 mm) with EPDM seal, complete upto any
pitch in horizontal/ vertical or curved surfaces, excluding the cost of
purlins, rafters and trusses and including cutting to size and shape
wherever required.
88.92
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Extra for circular cutting in C.G.S. sheet roofing for making opening
of area exceeding 40 sq. decimeter:
0.80 mm thick
20.3
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Brick work 7 cm thick with common burnt clay F.P.S. (non modular)
brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3
coarse sand) in superstructure above plinth level and upto floor five
level.
39.96
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15 mm cement plaster on rough side of single or half brick wall of
mix:
1:4 (1 cement: 4 coarse sand)
89.56
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Distempering with oil bound washable distemper of approved brand
and manufacture to give an even shade :
13.41.1 New work (two or more coats) over and including water
thinnable priming coat with cement primer
159.32
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Finishing with Deluxe Multi surface paint system for interiors and
exteriors using Primer as per manufacturers specifications :
13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm
over and including one coat of Special primer applied @
0.75 ltr /10 sqm
159.32
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Boundary wall
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Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
19.72
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Dry brick on edge flooring in required pattern with bricks of class
designation 7.5 on a bed of 12 mm mud mortar, including filling joints
with Jamuna sand, with common burnt clay non modular bricks.
29.35
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Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural
sources : 6 graded stone aggregate 20 mm nominal size
derived from natural sources)
2.93
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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 work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size de
rived from natural sources)
4.56
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Reinforced cement concrete work in walls (any thickness), including
attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources)
2.36
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Centering and shuttering including strutting, propping etc. and removal
of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass
concrete
16.2
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Centering and shuttering including strutting, propping etc. and removal
of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
46.2
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Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg
1075.4
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Brick work 7 cm thick with common burnt clay F.P.S. (non modular)
brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3
coarse sand) in superstructure above plinth level and upto floor five
level.
60
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15 mm cement plaster on rough side of single or half brick wall of
mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
120
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Distempering with oil bound washable distemper of approved brand
and manufacture to give an even shade :
13.41.1 New work (two or more coats) over and including water
thinnable priming coat with cement primer
120
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Finishing with Deluxe Multi surface paint system for interiors and
exteriors using Primer as per manufacturers specifications :
13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm
over and including one coat of Special primer applied @
0.75 ltr /10 sqm
120
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Steel work welded in built up sections/ framed work, including cutting,
hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works
1612.5
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Construction of granular sub-base by providing close graded Material
conforming to specifications, mixing in a mechanical mix plant at
OMC, carriage of mixed material by tippers to work site, for all leads
& lifts, spreading in uniform layers of specified thickness with motor
grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and
directions of Engineer-in-Charge.
With material conforming to Grade-III (size range 26.5 mm
to 0.075 mm ) having CBR Value-20
36.67
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Providing, laying, spreading and compacting graded stone aggregate
(size range 53 mm to 0.075 mm ) to wet mix macadam (WMM)
specification including premixing the material with water at OMC in
for all leads & lifts, laying in uniform layers with mechanical
paverfinisher in sub- base / base course on well prepared surface
and compacting with vibratory roller of 8 to 10 tonne capacity to
achievethe desired density, complete as per specifications and
directions of Engineer-in-Charge.
22
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Providing and laying factory made chamfered edge Cement Concrete
paver blocks in footpath, parks, lawns, drive ways or light traffic
parking etc, of required strength, thickness & size/ shape, made by
table vibratory method using PU mould, laid in required colour &
pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand
bedding layer through vibratory compaction by using plate vibrator,
filling the joints with sand and cutting of paver blocks as per required
size and pattern, finishing and sweeping extra sand. complete all as
per direction of Engineer-in-Charge.
351.26
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Supplying, installation, testing and commissioning of the solar street light 20 watt LED luminaries complete with all accessories as required complete with necessary support with 2.5sqmm PVC insulated S.C copper conductor as required and as directed by the department.
a.SPJ Solar Light 20 watt LED Luminaries for flood light
7
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Supplying and installation, garden bench with capacity 3 seater as required and as directed by the department
5
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Supplying and installation, garden swing with seat without roof 2 seater as required and as directed by the department
2
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Providing and displaying of Areca Plam having ht.2.40m to 2.70m with 12 to 14 suckers well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pols & as per direction of the officer in charge.
4
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O & M (Cleaning, Water purification by chemical means, gardening for 1 year)
1
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