Rural Works Department Tender
View complete overview of Uttarakhand RWD Tender
Rural Works Department - RWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date22 Feb 2024
Closing Date7 Mar 2024
Tender Amount₹ 1,32,00,000
Costs
EMD
₹ 2,64,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_RES_70148_1Bid Award Id
ViewTender No
1904/NIT/2023-24 Dt 22-02-2024Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://res.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Filling available excavated earth (excluding rock) in trenches, plinthsides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m.
105.84
-
-
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCementCement mortar 1:6 (1 cement : 6 coarse sand)
13.92
-
-
Providing and laying in position specified grade of reinforced cement concrete1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
58.92
-
-
Centering and shuttering including strutting, propping etc. and removal
of form forFoundations, footings, bases of columns, etc. for mass
concrete
72
-
-
Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
190.31
-
-
Centering and shuttering including strutting, propping etc. and removal
of form forColumns, Pillars, Piers, Abutments, Posts and Struts
97.2
-
-
Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
8325.4
-
-
12 mm cement plaster of mix1:6 (1 cement : 6 fine sand
33.64
-
-
12 mm cement plaster finished with a floating coat of neat cement of mix :
13.7.1 1:3 (1 cement: 3 fine sand)
45
-
-
Steel work in built up tubular (round, square or rectangular hollow tubes
etc.) trusses etc., including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer, including welding and
bolted with special shaped washers etc. complete.
10.16.1 Hot finished welded type tubes
19350.38
-
-
Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together bymechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge.Profile B
43.2
-
-
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
394.23
-
-
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and nuts as required including fixing of necessary butt hinges and screws and applyinFixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
1250.36
-
-
Providing and fixing ISI marked flush door shutters conforming to IS :
2202 (Part I) non-decorative type, core of block board construction with
frame of 1st class hard wood and well matched commercial 3 ply
veneering with vertical grains or cross bands and face veneers on both
faces of shutters:9.21.2 30 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws
18.9
-
-
Providing and fixing of external wall system on Light gauge steel
frame work with . Outer face having 6mm thick heavy duty fiber cement
board fixed on 9mm thick heavy duty fiber cement board confirming
to IS 14862:2000, category IV type A (High pressure steam cured)Outer face- Outer face having 6 mm thick fiber cement
board Type A, Category-III as per IS:14862:2000 fixed
on 9 mm thick fiber cement board Type A, Category-III,
as per IS:14862:2000 (high pressure steam cured) Inner
Face- 12.5 mm thick gypsum plaster board conforming to
IS 2095:2011 fixed on 8 mm thick fibre cement board of
Type B, Category-III, as per IS:14862:2000 (High pressure
steam cured)
as per standard sizes fixed with self-drilling / taping screws / fasteners
@ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be
maintained and groves shall be sealed with silicon based sealant.
The board shall be fixed in a staggered pattern.Screws shall be of
counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of
length varying from 25 to 45 mm and internal face 12.5mm thick
gypsum plaster board fixed on 8mm thick fiber cement board
confirming to IS 14862:2000 of category III type B (High pressure
steam cured) as per standard sizes fixed with self-drilling / taping
screws / fasteners @ 60cm c/c of approved make, proper taping and
jointing to be done using fiber mesh tape and epoxy and acrylic
based jointing compound for seamless finish.(cost of frame work to
be paid for separately
266.75
-
-
Designing, fabricating, testing, installing and fixing in position Curtain
Wallwith Aluminium Composite Panel Cladding, with open grooves for
linear as well as curvilinear portions of the building, for all heights and all
levels etc. including:
(a) Structural analysis & design and preparation of shop drawings for
pressure equalisation or rain screen principle as required, proper drainage
of water to make it watertight including checking of all the structural and
functional design.
(b) Providing, fabricating and supplying and fixing panels of aluminium
composite panel cladding in pan shape in metalic colour of approved
shades made out of 4 mm thick aluminium composite panel material
consisting of 3 mm thick FR grade mineral core sandwiched between
two Aluminium sheets (each 0.5 mm thick). The aluminium composite
panel cladding sheet shallbe coil coated, with Kynar 500 based PVDF /
Lumiflon based fluoropolymer resin coating of approved colour and shade
on face #1and polymer (Service) coating on face #2 as specified using
stainless steel screws, nuts, bolts, washers, cleats, weather silicone
sealant, backer rods etc.
133.37
-
-
Providing and fixing internal wall panels on Light gauge steel frame
work with 12.5mm thick gypsum plaster board conforming IS
2095:2011 fixed on 8mm thick fiber cement board conforming to IS
14862:2000 of category III type B (High pressure steam cured) as
per standard sizes fixed with self-drilling / taping screws / fasteners
@ 60cm c/c of approved make, Screws shall be of counter sunk rib
head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying
from 25 to 45 mm. Proper taping and jointing to be done using
fiber mesh tape and epoxy and acrylic based jointing compound for
seamless finish.(cost of frame work to be paid for separately)Cement Bonded particle board 8 mm (Termite, Fire &
Moisture Resistance), as per IS:14276 : 1995
385.05
-
-
Providing and fixing thermal insulation with Resin Bonded rock wool
conforming to IS: 8183, having density 48 kg/m3,50 mm
thick,wrapped in 200 G Virgin Polythene Bags fixed to wall with
screw, rawel plug & washers and held and in position by criss
cossing GI wire etc. complete as per directions of Engineer-in-
Charge
385.05
-
-
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
496.67
-
-
Providing and fixing precoated galvanised steel sheet roofing accessories
0.50 mm (+0.05 %) total coated thickness, 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
using self drilling/ self tapping screws complete :
12.51.1 Ridges plain (500 - 600mm)
80.76
-
-
Providing and fixing precoated galvanised steel sheet roofing accessories
0.50 mm (+0.05 %) total coated thickness, 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
using self drilling/ self tapping screws complete :12.51.6 Gutter (600 mm over all girth)
121.14
-
-
Providing and fixing false ceiling at all heights including providing and
fixing of frame work made of special sections, power pressed from M.S.
sheets and galvanized with zinc coating of 120 gms/sqm (both side
inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm
wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre
to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia
x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle
hangers of 25x10x0.50 mm of required length with nuts & bolts of required
size and other end of angle hanger fixed with intermediate G.l. channels
45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to
which the ceiling section 0.5 mm thick bottom wedge of 80 mm with
tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre
to centre, shall be fixed in adirection perpendicular to G.I. intermediate
channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I.
wire at every junction, including fixing perimeter channels 0.5 mm thick
27 mm high having flanges of 20 mm and 30 mm long, the perimeter of
ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre,
with 25 mm long dry wall screws @ 230 mm interval, including fixing of
gypsum board to ceiling section and perimeter channel with the help of
dry wall screws of size 3.5x 25 mm at 230 mm clc, including jointing and
finishing to a flush finish of tapered and square edges of the board with
recommended jointingcompound, jointing tapes, finishing with jointing
compound in 3 layers covering upto 150 mm on both sides of joint and two
coats of primer suitable for board, all as per manufacturer's specification
and also including the cost of making openings for light fittings, grills,
diffusers, cutouts made with frame of perimeter channels suitably fixed,
all complete as per drawings, specification and direction of the Engineer
in Charge but excluding the cost of painting with :
12.45.3
12.45.4
12.5 mm thick tapered edge gypsum plain board conforming
352.8
-
-
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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),
jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the
joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm
381.87
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc.
External work
18.12.1 15 mm dia nominal bore
300
-
-
Providing and placing on terrace (at all floor levels) polyethylene water
storage tank, IS : 12701 marked, with cover and suitable locking
arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank.
6000
-
-
Providing and fixing brass bib cock of approved quality :
18.15.1 15 mm nominal bore
6
-
-
Providing and fixing brass stop cock of approved quality :
18.16.1 15 mm nominal bore
2
-
-
Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete :
18.18.1 15 mm nominal bore
6
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water
pipes conforming to IS : 13592 Type A, including jointing wit
(i) Single socketed pipes.
12.41.1 75 mm diameter
90
-
-
Providing and fixing on wall face unplasticised - PVC moulde
to IS : 13592 Type A, including jointing with seal ring conforfor thermal expansion.
12.42.1 Coupler
12.42.1.1 75 mm
6
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/
accessories for unplasticiType A, in
IS : 5382, leaving 10 mm gap for thermal expansion.Bend 87.5°
7
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/
accessories for unplasticised Rigid PVC rain water pipes conforming
to IS : 13592 Type A,Single tee with door
12.42.3.1 75x75x75 mm
2
-
-
Providing and fixing ISI marked oxidised M.S.sliding door bolts300x16mm
6
-
-
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, 150x10 mm
6
-
-
Providing and fixing ISI marked oxidised M.S. handles conforming to IS125 mm
6
-
-
Providing and applying white cement based putty of average thickness 1 mm,
of approved brand and manufacturer, over the plastered wall surface to prepare
the surface even and smooth complete.
651.8
-
-
Finishing walls with Acrylic Smooth exterior paint of required shadeNew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
266.75
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shadeNew work (two or more coats) over and including priming coat with cement primer
385.05
-
-
Painting Steel work with Deluxe Multi Surface Paint to give an even shade.
Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer
applied @ 0.80 ltr/10 sqm of approved brand and manufacture
199.8
-
-
Painting wood work with Deluxe Multi Surface Paint of required shade. Two
or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied
@0.75 ltr/10 sqm of approved brand and manufacture
18.9
-
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over75mm thick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, including finishing the topsmooth.
91.66
-
-
Brick edging 7cm wide 11.4 cm deep to plinth protection with commonburnt clay F.P.S. (non modular) bricks of class designation 7.5 includinggrouting with cement mortar 1:4 (1 cement : 4 fine sand).
152.76
-
-
Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :4.1.4 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone
aggregate 40 mm nominal size)
14.1
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors,
windows, clerestory windows, all complete with :
4.0 mm thick glass panes
44.55
-
-
Excavation in foundation for retaining, breast walls etc, in all types of soils and
rocks including all lead, lift and disposal of surplus material as per direction of
engineer - in - charge, as per drawing and technical specifications Clause 305.1 of
MORD Specifiction
64
-
-
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,
retaining walls, parapets, scuppers, etc. including supply of all material, labour,
T&P and royaltiies etc. complete as per drawing and technical specifications
Clauses 702, 704, 1202 & 1203 of MORD Specifiction
120.75
-
-
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc.
including supply of all material, labour, T&P and royaltiies etc. complete as per
drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD
Specifiction
53.57
-
-
Hand Packed stone filling in back of wallls including cost of all materials, royality,
T&P etc. complete as per direction of Engineer-in- charge. (As per PWD
Uttarakhand specifications
234
-
-
WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes
to water bound macadam specification including spreading in uniform thickness,
hand packing, rolling with three wheel 80-100 kN static roller in stages to proper
grade and camber, applying and brooming, crushable screening to fill-up the
interstices of coarse aggregate, watering and compacting to the required density
Grading 3 as per Technical Specification Clause 405.
4-8-3-A By Manual Means
6.75
-
-
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having
thickness 80 mm as per drawings and Technical Specification Clause 1504.
90
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.in all kinds of soil.
43.85
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
3.24
-
-
Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level4.1.4 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone
aggregate 20 mm nominal size)
0.76
-
-
Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level withCement mortar 1:6 (1 cement : 6 coarse sand)
12.26
-
-
Filling available excavated earth (excluding rock) in trenches, plinthsides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m.
6.2
-
-
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCementCement mortar 1:6 (1 cement : 6 coarse sand)
6.45
-
-
Providing and laying in position specified grade of reinforced cement concrete1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
6.05
-
-
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
14.18
-
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 in superstructure above plinth level up to floor
V level.Cement mortar 1:4 (1 cement :4 coarse sand
58.71
-
-
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at
every third course of half brick masonry
58.71
-
-
Reinforced cement concrete work in walls (any thickness), includingReinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size)
15.87
-
-
Centring and shuttering including strutting,ropping etc. and removal of form forCentring and shuttering for foundations, footings, bases of columns, etc. for mass concrete.
8
-
-
Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
77.5
-
-
Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
57.36
-
-
Centring and shuttering including strutting,ropping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts
48
-
-
Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
712.39
-
-
Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.Hot rolled deformed bars
2242.43
-
-
12 mm cement plaster of mix1:6 (1 cement : 6 fine sand
270.9
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm
(thickness to be specified by the manufacturer) of 1st quality conforming
to IS : 15622 of approved make in colours such as White, Ivory, Grey,
Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :
4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including
pointing the joints with white cement and matching pigment etc.,
complete.
28.8
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to
IS: 15622 (thickness to be specified by the manufacturer), of approved
make, in all colours, shades except burgundy, bottle green, black of
any size as approved by Engineer-in-Charge, in skirting, risers of steps
and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3
coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,
including pointing in white cement mixed with pigment of matching shade
complete.
97.2
-
-
Providing and fixing water closet squatting pan (Indian type W.C.
pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white
P.V.C. flushing cistern,
fixtur
floors wherever required:
17.1.1 White Vitreous china Orissa pattern W.C. pan of size
580x440 mm with integral type foot rests
16
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass
pillar taps, 32 mm C.P. brass waste of standard pattern, including
painting of fittings and brackets, cutting and making good the walls
wherever require:
17.7.1 White Vitreous China Wash basin size 630x450 mm with
a pair of 15 mm C.P. brass pillar taps
8
-
-
Providing and fixing G.I. pipes complete with G.I. fittings and clamps,
i/c cutting and making good the walls etc.
Internal work - Exposed on wall
18.10.1 15 mm dia nominal bore
30
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc.
External work
18.12.1 15 mm dia nominal bore
150
-
-
Constructing masonry Chamber 30x30x50 cm inside, in brick work in
cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I.
surface box 100x100 x75 mm (inside) with hinged cover fixed in cement
concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size), i/c necessary excavation, foundation
concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate
40mm nominal size ) and inside plastering with cement mortar 1:3 (1
cement : 3 coarse sand) 12mm thick, finished with a floating coat of
neat cement complete as per standard design :
18.32.1 With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
8
-
-
Providing and placing on terrace (at all floor levels) polyethylene water
storage tank, IS : 12701 marked, with cover and suitable locking
arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank.
3000
-
-
Providing and fixing brass bib cock of approved quality :
18.15.1 15 mm nominal bore
16
-
-
Providing and fixing brass stop cock of approved quality :
18.16.1 15 mm nominal bore
3
-
-
Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete :
18.18.1 15 mm nominal bore
3
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water
pipes conforming to IS : 13592 Type A, including jointing wit
(i) Single socketed pipes.
12.41.1 75 mm diameter
50
-
-
Providing and fixing on wall face unplasticised - PVC moulde
to IS : 13592 Type A, including jointing with seal ring conforfor thermal expansion.
12.42.1 Coupler
12.42.1.1 75 mm
16
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/
accessories for unplasticiType A, in
IS : 5382, leaving 10 mm gap for thermal expansion.Bend 87.5°
10
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/
accessories for unplasticised Rigid PVC rain water pipes conforming
to IS : 13592 Type A,Single tee with door
12.42.3.1 75x75x75 mm
5
-
-
Providing and fixing ISI marked oxidised M.S.sliding door bolts300x16mm
16
-
-
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, 150x10 mm
16
-
-
Providing and fixing ISI marked oxidised M.S. handles conforming to IS125 mm
32
-
-
Providing and applying white cement based putty of average thickness 1 mm,
of approved brand and manufacturer, over the plastered wall surface to prepare
the surface even and smooth complete.
270.9
-
-
Finishing walls with Acrylic Smooth exterior paint of required shadeNew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
103.5
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shadeNew work (two or more coats) over and including priming coat with cement primer
167.4
-
-
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, fixing with dash fasteners of
required dia and size, including necessary filling up the gaps at
junctions, i.e. at top, bottom and sides with required EPDM rubber/
neoprene gasket etc. Aluminium sections shall be smooth, rust free,
straight, mitred and jointed mechanically wherever required including
cleat angle, Aluminium snap beading for glazing / paneling, C.P.
brass / stainless steel screws, all complete as per architectural
drawings and the directions of Engineer-in-charge. (Glazing, paneling
and dash fasteners to be paid for separately) :
21.1.1 For fixed portion
21.1.1.1 Anodised aluminium (anodised transparent
or dyed to required shade according to IS:
1868, Minimum anodic coating of grade AC
15)
121.18
-
-
For shutters of doors, windows & ventilators including
providing and fixing hinges/ pivots and making provision
for fixing of fittings wherever required including the cost
of EPDM rubber / neoprene gasket required (Fittings
shall be paid for separately)
21.1.2.1 Anodised aluminium (anodised transparent
or dyed to required shade according to IS:
1868, Minimum anodic coating of grade AC
15)
244.58
-
-
Providing and fixing 12 mm thick prelaminated particle board flat
pressed three layer or graded wood particle board conforming to IS:
12823 Grade l Type ll, in panelling fixed in aluminum doors, windows
shutters and partition frames with C.P. brass / stainless steel screws
etc. complete as per architectural drawings and directions of engineerin-
chargePre-laminated particle board with decorative lamination
on both sides
24
-
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over75mm thick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, including finishing the topsmooth.
27.68
-
-
Brick edging 7cm wide 11.4 cm deep to plinth protection with commonburnt clay F.P.S. (non modular) bricks of class designation 7.5 includinggrouting with cement mortar 1:4 (1 cement : 4 fine sand).
38.14
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements