Uttarakhand Agricultural Produce Marketing Board Tender
View complete overview of Uttarakhand UKAPMB Tender
Uttarakhand Agricultural Produce Marketing Board - UKAPMB Tender
Eprocure
Opening Date9 Sep 2019
Closing Date28 Sep 2019
Tender Amount₹ 1,93,56,000
Costs
EMD
₹ 3,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UAPMB_20242_1Bid Award Id
ViewTender No
e-nivida -973/2019-20Tender Authority
Uttarakhand Agricultural Produce Marketing Board ViewPurchaser Address
-Website
http://https://www.ukapmb.org/
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Documents
BOQ Items
Providing and laying in position machine batched and machine mixed
design mix M-25 grade cement concrete for reinforced cement concrete
work, using cement content as per approved design mix, including
pumping of concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability
as per direction of Engineer-in-charge.“(Note :- Cement content
considered in this item is @ 330 kg/cum.“Excess/ less cement used
as per design mix is payable/recoverable separately). All works upto plinth level 5.33.1
103.26
-
8681
Providing and laying in position machine batched and machine mixed
design mix M-25 grade cement concrete for reinforced cement concrete
work, using cement content as per approved design mix, including
pumping of concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability
as per direction of Engineer-in-charge.“(Note :- Cement content
considered in this item is @ 330 kg/cum.“Excess/ less cement used
as per design mix is payable/recoverable separately). All works above plinth level upto floor V level 5.33.2
158.4
-
9763.15
Centering and shuttering including strutting, propping etc. and removal
of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete 5.9.1
624.26
-
261.18
Centering and shuttering including strutting, propping etc. and removal
of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6
338.02
-
630.02
Centering and shuttering including strutting, propping etc. and removal
of form for all heights : Suspended floors, roofs, landings, balconies and access
platform 5.9.3
580.76
-
568.68
Centering and shuttering including strutting, propping etc. and removal
of form for all heights :Lintels, beams, plinth beams, girders, bressumers and
cantilevers 5.9.5
646.07
-
461.76
Centering and shuttering including strutting, propping etc. and removal
of form for all heights :Stairs, (excluding landings) except spiral-staircases 5.9.7
79.78
-
564.71
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. 5.22.6
31028
-
76.21
Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2
17.33
-
6398.72
Brick work 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 in
all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2
150.2
-
7518.05
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) 6.13.2
273.58
-
921.36
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at
every third course of half brick masonry. 6.15
273.58
-
76.56
Random rubble masonry with hard stone in foundation and plinth including
levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12
graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand) 7.1.1
149.72
-
5340.55
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 1-4
181.17
-
3749.4
Filling available excavated earth (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift upto 1.5 m. 2.25
486.46
-
169.34
Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete. 2.27
28.67
-
1235.88
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement
: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over
75mm thick bed of dry brick ballast 40 mm nominal size, well rammed
and consolidated and grouted with fine sand, including necessary
excavation, levelling & dressing & finishing the top smooth. 4.17
106.24
-
606.45
Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold
of mild steel angle of section 50x25 mm, or base ties of 1.60 mm,
pressed mild steel welded or rigidly fixed together by mechanical means,
including M.S. pressed butt hinges 2.5 mm 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 Fixing with adjustable lugs with split end tail to each jamb 10.14.1.1
192.6
-
458.33
Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold
of mild steel angle of section 50x25 mm, or base ties of 1.60 mm,
pressed mild steel welded or rigidly fixed together by mechanical means,
including M.S. pressed butt hinges 2.5 mm 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 C Fixing with adjustable lugs with split end tail to
each jamb 10.14.2.1
230.1
-
489.57
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:35 mm thick including ISI marked tainless Steel butt hinges with necessary screws 9.21.1
69.31
-
2100.41
Providing and fixing factory made ISI marked steel glazed doors, windows
and ventilators, side /top /centre hung, with beading and all members
such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled
steel sections, joints mitred and flash butt welded and sash bars tenoned
and riveted, including providing and fixing of hinges, pivots, including
priming coat of approved steel primer, but excluding the cost of other
fittings, complete all as per approved design, (sectional weight of only
steel members shall be measured for payment). Fixing 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) 10.11.1
982.95
-
152.97
Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat
with approved steel primer all complete.Fixed to steel windows by welding 9.48.1
982.95
-
140.93
Providing and fixing fly proof galvanized M.S. wire gauge to windows
and clerestory windows using wire gauge with average width of aperture
1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading 9.51.2
65.53
-
803.94
Providing & fixing glass panes with putty and glazing clips in steel doors,
windows, clerestory windows, all complete with : 4.0 mm thick glass panes 10.30.1
65.53
-
927.9
Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 9.48.1
195
-
140.93
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6
mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,
all necessary fittings complete, including applying a priming coat of
approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces 10.5.1
94.08
-
3865.17
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) 13.1.2
988.72
-
215.93
15 mm cement plaster on the rough side of single or half brick wall
of mix : 1:6 (1 cement: 6 fine sand) 13.2.2
988.72
-
249.4
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. 13.80
1974.04
-
117.62
Distempering with oil bound washable distemper of approved brand
and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer 13.41.1
1974.04
-
126.18
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 13.45.1
611.29
-
130.35
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 13.62.1
343.18
-
151.23
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 @ 3.3kg/sqm including grouting the
joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 11.41.2
355.35
-
1507.43
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 @ 3.3kg/sqm including
pointing the joints with white cement and matching pigment
etc., complete. 11.37
69.21
-
926.96
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. 11.36
236.6
-
1002.97
Marble stone flooring with 18 mm thick marble stone, as per sample of
marble approved by Engineer-in-charge, over 20 mm (average) thick base
of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with
grey cement slurry, including rubbing and polishing complete with : Udaipur green marble 11.23.5
159.34
-
2140.34
Providing and fixing PTMT door catcher of length 72 mm and dia. of 42
mm with suitable washers weighing not less than 33 gms 9.109
47
-
43.3
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic
coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed
to required colour or shade, with necessary screws etc. complete : 100x10 mm 9.97.5
94
-
66.26
Providing and fixing aluminium handles, ISI marked, anodised (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed
to required colour or shade, with necessary screws etc. complete : 125 mm 9.100.1
84
-
68.81
Providing and fixing aluminium hanging floor door stopper, ISI marked,
anodised (anodic coating not less than grade AC 10 as per IS : 1868)
transparent or dyed to required colour and shade, with necessary screws
etc. complete. Single rubber stopper 9.101.1
42
-
37.1
Providing and laying integral cement based water proofing treatment
including preparation of surface as required for treatment of roofs,
balconies, terraces etc consisting of following operations:
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of
cement admixed with water proofing compound conforming to
IS. 2645 and approved by Engineer-in-charge over the RCC slab
including adjoining walls upto 300 mm height including cleaning
the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming
to IS : 2645 and approved by Engineer-in-charge over 20 mm thick
layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved
by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 22.7.1
86.93
-
1393.3
P/L water proofing treatment in sunken portion of WCs,
bathroom etc. 22.5
33.3
-
401.7
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. Ordinary rock 2.7.1
253.13
-
169.61
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. Hard rock (requiring blasting) 2.7.2
101.25
-
169.61
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. All kinds of soil. 2.8.1
151.88
-
169.61
Filling available excavated earth (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift upto 1.5 m. 2.25
379.69
-
169.34
Cartageof earth upto 1 km 1.1.2
126.56
-
132.43
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. 11.4
500
-
747.71
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. All kinds of soil. 2.8.1
25.92
-
169.61
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. All kinds of soil. 2.8.1
76.56
-
224.08
Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with sq.m 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II.(Plinth area of Building shall be measured for Payment). 1-26-2
20
-
273.3
Providing and laying in position cement concrete of specified grade excluding
the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size) 4.1.8
4.05
-
6030.43
Providing and laying in position machine batched and machine mixed
design mix M-25 grade cement concrete for reinforced cement concrete
work, using cement content as per approved design mix, including
pumping of concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability
as per direction of Engineer-in-charge.“(Note :- Cement content
considered in this item is @ 330 kg/cum.“Excess/ less cement used
as per design mix is payable/recoverable separately). All works upto plinth level 5.33.1
4.98
-
8681
Providing and laying in position machine batched and machine mixed
design mix M-25 grade cement concrete for reinforced cement concrete
work, using cement content as per approved design mix, including
pumping of concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability
as per direction of Engineer-in-charge.“(Note :- Cement content
considered in this item is @ 330 kg/cum.“Excess/ less cement used
as per design mix is payable/recoverable separately). All works above plinth level upto floor V level 5.33.2
5.54
-
9763.15
Centering and shuttering including strutting, propping etc. and removal
of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete 5.9.1
12.9
-
261.18
Centering and shuttering including strutting, propping etc. and removal
of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6
12.6
-
630.02
Centering and shuttering including strutting, propping etc. and removal
of form for all heights : Suspended floors, roofs, landings, balconies and access
platform 5.9.3
27.92
-
568.68
Centering and shuttering including strutting, propping etc. and removal
of form for all heights : Lintels, beams, plinth beams, girders, bressumers and
cantilevers 5.9.5
32.37
-
461.76
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. 5.22.6
2887.36
-
76.21
Brick work 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 in
all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2
7.4
-
7518.05
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) 6.13.2
4.83
-
921.36
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at
every third course of half brick masonry. 6.15
4.83
-
76.56
Filling available excavated earth (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift upto 1.5 m. 2.25
48.65
-
169.34
Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete. 2.27
1.71
-
1235.88
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement
: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over
75mm thick bed of dry brick ballast 40 mm nominal size, well rammed
and consolidated and grouted with fine sand, including necessary
excavation, levelling & dressing & finishing the top smooth. 4.17
22.8
-
606.45
Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold
of mild steel angle of section 50x25 mm, or base ties of 1.60 mm,
pressed mild steel welded or rigidly fixed together by mechanical means,
including M.S. pressed butt hinges 2.5 mm 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 Fixing with adjustable lugs with split end tail to
each jamb 10.14.1.1
10.05
-
458.33
Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold
of mild steel angle of section 50x25 mm, or base ties of 1.60 mm,
pressed mild steel welded or rigidly fixed together by mechanical means,
including M.S. pressed butt hinges 2.5 mm 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 C Fixing with adjustable lugs with split end tail to
each jamb 10.14.2.1
21
-
489.57
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: 35 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws 9.21.1
3.47
-
2100.41
Providing and fixing factory made ISI marked steel glazed doors, windows
and ventilators, side /top /centre hung, with beading and all members
such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled
steel sections, joints mitred and flash butt welded and sash bars tenoned
and riveted, including providing and fixing of hinges, pivots, including
priming coat of approved steel primer, but excluding the cost of other
fittings, complete all as per approved design, (sectional weight of only
steel members shall be measured for payment). Fixing 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) 10.11.1
78
-
3959.78
Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat
with approved steel primer all complete. Fixed to steel windows by welding 9.48.1
78.3
-
140.93
Providing and fixing fly proof galvanized M.S. wire gauge to windows
and clerestory windows using wire gauge with average width of aperture
1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading 9.51.2
5.22
-
803.94
Providing & fixing glass panes with putty and glazing clips in steel doors,
windows, clerestory windows, all complete with : 4.0 mm thick glass panes 10.30.1
5.22
-
927.9
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) 13.1.2
41.09
-
215.93
15 mm cement plaster on the rough side of single or half brick wall
of mix : 1:6 (1 cement: 6 fine sand) 13.2.2
41.09
-
249.4
SWhite washing with lime to give an even shade : New work (three or more coats) 13.37.1
53.41
-
23.23
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) 13.44.1
48.14
-
79.18
Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 13.62.1
21.38
-
151.23
Cement concrete flooring 1:2:4. 40mm thick with 20mm nominal size stone aggregate 11.3.1
24.75
-
488.28
P/L ceramic glazed floor tiles laid on 20 mm thick Cement
Mortar (1:4). 11.37
1.44
-
926.96
P/F 1st quality ceramic glazed wall tiles over 12 mm thick
bed of cement Mortar (1:3). 11.36
8.03
-
1002.97
Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick 11.13.1
28.13
-
70.7
Providing and fixing PTMT door catcher of length 72 mm and dia. of 42
mm with suitable washers weighing not less than 33 gms 9.109
2
-
43.3
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic
coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed
to required colour or shade, with necessary screws etc. complete : 100x10 mm 9.97.5
4
-
66.26
Providing and fixing chromium plated brass handles with necessary
screws etc. complete: 75 mm 9.92.3
14
-
214.38
Providing and fixing aluminium hanging floor door stopper, ISI marked,
anodised (anodic coating not less than grade AC 10 as per IS : 1868)
transparent or dyed to required colour and shade, with necessary screws
etc. complete. Single rubber stopper 9.101.1
7
-
37.1
P/L integral cement based water proofing treatment on roofs, balconies, terraces etc. : 22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm 22.7.1
86.93
-
1393.3
Wiring for light point/ fan point/ exhaust fan point/ call bell point
with 1.5 sq.mm FRLS PVC insulated copper conductor single
core cable in surface / recessed steel conduit, with modular
switch, modular plate, suitable GI box and earthing the point
with 1.5 sq.mm FRLS PVC insulated copper conductor single
core cable etc. as required. Group C 1.3.3
128
-
1125.79
Wiring for twin control light point with 1.5 sq.mm FRLS PVC
insulated copper conductor single core cable in surface /
recessed steel conduit, 2 way modular switch, modular plate,
suitable GI box and earthing the point with 1.5 sq.mm FRLS
PVC insulated copper conductor single core cable etc. as
required. 1.4
45
-
1473.22
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated
copper conductor single core cable in surface/ recessed steel
conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper
conductor single core cable for loop earthing as required. 1.5
313
-
321.85
Wiring for circuit/ submain wiring alongwith earth wire with the
following sizes of FRLS PVC insulated copper conductor, single
core cable in surface/ recessed steel conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1.7.1
530
-
243.74
Wiring for circuit/ submain wiring alongwith earth wire with the
following sizes of FRLS PVC insulated copper conductor, single
core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 1.7.2
230
-
277.41
Wiring for circuit/ submain wiring alongwith earth wire with the
following sizes of FRLS PVC insulated copper conductor, single
core cable in surface/ recessed steel conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1.7.3
50
-
184.49
Wiring for circuit/ submain wiring alongwith earth wire with the
following sizes of FRLS PVC insulated copper conductor, single
core cable in surface/ recessed steel conduit as required. 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 1.7.10
10
-
879.35
Supplying and fixing following modular switch/ socket on the
existing modular plate & switch box including connections but
excluding modular plate etc. as required. 5/6 A switch 1.24.1
45
-
113.12
Supplying and fixing following modular switch/ socket on the
existing modular plate & switch box including connections but
excluding modular plate etc. as required. 3 pin 5/6 A socket outlet 1.24.4
36
-
109.08
Supplying and fixing suitable size GI box with modular plate
and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular
switch, connections etc. as required. 1.31
128
-
421.49
Supplying and fixing suitable size GI box with modular plate
and cover in front on surface or in recess, including providing
and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and
15/16 A modular switch, connections etc. as required. 1.32
19
-
546.73
Providing and fixing plain 16/0.20 mm (0.50 sq.mm) twin flat
flexible, FRLS PVC insulated, copper conductor cable, in PVC
sleeve of suitable size on the floor/ wall, or side of the table/
door etc. as required. 1.39
240
-
29.62
Installation, testing and commissioning of pre-wired, fluorescent
fitting / compact fluorescent fitting of all types, complete with all
accessories and tube/lamp etc. directly on ceiling/ wall, including
connections with 1.5 sq. mm FRLS PVC insulated, copper
conductor, single core cable and earthing etc. as required. 1.41
53
-
134.66
Extra for fixing the louvers/ shutters complete with frame for a
exhaust fan of all sizes. 1.51
21
-
133.32
Supplying and fixing of following ways surface/ recess mounting,
vertical type, 415 V, TPN MCB distribution board of sheet steel,
dust protected, duly powder painted, inclusive of 200 A, tinned
copper bus bar, common neutral link, earth bar, din bar for
mounting MCBs (but without MCBs and incomer) as required.
(Note : Vertical type MCB TPDB is normally used where 3 phase
outlets are required.) 8 way (4 + 24), Double door 2.5.2
4
-
7627.33
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole 2.10.1
38
-
232.97
Supplying and fixing following rating, four pole, 415 V, isolator in
the existing MCB DB complete with connections, testing and
commissioning etc. as required. 63 A 2.13.2
10
-
913.02
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick
including accessories, and providing masonry enclosure with
cover plate having locking arrangement and watering pipe of
2.7 meter long etc. with charcoal/ coke and salt as required. 5.4
5
-
5826.88
Earthing with copper earth plate 600 mm X 600 mm X 3 mm
thick including accessories, and providing masonry enclosure
with cover plate having locking arrangement and watering pipe
of 2.7 meter long etc. with charcoal/ coke and salt as required. 5.6
5
-
11162.24
Providing and fixing of lightning conductor finial, made of 25
mm dia 300 mm long, G.I. tube, having single prong at top, with
85 mm dia 6 mm thick G.I. base plate including holes etc.
complete as required. 6.2
8
-
409.37
Jointing copper / G.I. tape (with another copper/ G I tape, base
of the finial or any other metallic object) by riveting / nut bolting/
sweating and soldering etc. as required. 6.4
6
-
76.76
Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or
on surface of wall for lightning conductor complete as
required.(For horizontal run) 6.7
6
-
88.88
Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or
on surface of wall for lightning conductor complete as required.
(For vertical run) 6.8
8
-
134.66
Laying of one number PVC insulated and PVC sheathed / XLPE
power cable of 1.1 kV grade of following size direct in ground
including excavation, sand cushioning, protective covering and
refilling the trench etc. as required. Upto 35 sq. mm 7.1.1
45
-
277.41
Laying of one number PVC insulated and PVC sheathed / XLPE
power cable of 1.1 kV grade of following size direct in ground
including excavation, sand cushioning, protective covering and
refilling the trench etc. as required. Above 35 sq. mm and upto 95 sq. mm 7.1.2
40
-
288.18
Laying of one number PVC insulated and PVC sheathed / XLPE
power cable of 1.1 kV grade of following size direct in ground
including excavation, sand cushioning, protective covering and
refilling the trench etc. as required. Above 95 sq. mm and upto 185 sq. mm 7.1.3
25
-
300.3
Laying of one number PVC insulated and PVC sheathed / XLPE
power cable of 1.1 kV grade of following size direct in ground
including excavation, sand cushioning, protective covering and
refilling the trench etc. as required. Above 185 sq. mm and upto 400 sq. mm 7.1.4
10
-
333.97
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). 5.1.2
11.79
-
8369.8
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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone
aggregate 20 mm nominal size). 5.2.2
6.88
-
9622.77
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as
per IS: 13983 with C.I. brackets and stainless steel plug 40 mm,
including painting of fittings and brackets, cutting and making good
the walls wherever required : Kitchen sink without drain board 610x510 mm bowl depth 200 mm 17.10.2.1
3
-
3335.07
Providing and fixing white vitreous china pedestal type water closet
(European type) with seat and lid, 10 litre low level white vitreous
china flushing cistern & C.P. flush bend with fittings & C.I. brackets,
40 mm flush bend, overflow arrangement with specials of standard
make and mosquito proof coupling of approved municipal design
complete, including painting of fittings and brackets, cutting and
making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 17.3.1
6
-
6186.1
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: White Vitreous China Wash basin size 630x450 mm with
a single 15 mm C.P. brass pillar tap 17.7.2
12
-
2721.01
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 15 mm dia nominal bore 18.10.1
133
-
251.01
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 25 mm dia nominal bore 18.10.3
48
-
333.76
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 50 mm dia nominal bore 18.10.6
110.96
-
636.15
Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete : 15 mm nominal bore 18.18.1
5
-
386.82
Providing and fixing gun metal non- return valve of approved quality
(screwed end) : 25 mm nominal bore 18.19.1
5
-
552.73
Providing and fixing uplasticised PVC connection pipe with brass
unions : 45 cm length 15 mm nominal bore 18.21.2.1
15
-
91.3
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. Circular tank 18.48A
2800
-
9.76
Providing and fixing soil, waste and vent pipes : 100 mm dia 17.35.1
82.35
-
1161.87
Providing and fixing soil, waste and vent pipes : 75 mm diameter : Centrifugally cast (spun) iron socketed pipe as per IS: 3989 17.35.2.2
99.1
-
1069.97
Providing and fixing plain bend of required degree. 100 mm dia Sand cast iron S&S as per IS : 3989 17.39.1.2
8
-
451.05
Providing and fixing collar :100 mm Sand cast iron S&S as per IS - 3989 17.57.1.2
9
-
472.94
Providing and fixing plain bend of required degree. 75 mm dia Sand cast iron S&S as per IS - 3989 17.39.2.2
16
-
334.23
Providing and fixing single unequal junction of required degree with
access door, insertion rubber washer 3 mm thick, bolts and nuts
complete : 100x100x75 mm Sand cast iron S&S as per IS - 3989 17.47.1.2
11
-
1065.79
Providing and fixing 600x450 mm beveled edge mirror of superior
glass (of approved quality) complete with 6 mm thick hard board
ground fixed to wooden cleats with C.P. brass screws and washers
complete. 17.31
12
-
1101.48
Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 3989 17.56.1.2
8
-
449.51
Providing and fixing trap of self cleansing design with screwed down
or hinged grating with or without vent arm complete, including cost of
cutting and making good the walls and floors : 100 mm inlet and 75 mm outlet Sand cast iron S&S as per IS - 3989 17.60.2.1
18
-
1444.67
Providing lead caulked joints to sand cast iron/centrifugally cast
(spun) iron pipes and fittings of diameter : 100 mm 17.58.1
45
-
417.39
Providing and fixing M.S. stays and clamps for sand cast iron/
centrifugally cast (spun) iron pipes of diameter :100 mm 17.59.1
15
-
83.49
Providing and fixing brass bib cock of approved quality : 15 mm nominal bore 18.15.1
9
-
350.26
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore 18.51.1
11
-
663.28
Providing and fixing C.P. brass stop cock (concealed) of standard
design and of approved make conforming to IS:8931. 15 mm nominal bore 18.52.1
7
-
735.19
Providing and fixing C.P. brass angle valve for basin mixer and geyser
points of approved quality conforming to IS:8931 15mm nominal bore 18.53.1
15
-
640.59
Providing and fixing PTMT soap Dish Holder having length of 138mm,
breadth 102mm, height of 75mm with concealed fitting arrangements,
weighing not less than 106 gms. 18.65
15
-
151.23
Providing and fixing PTMT towel rail complete with brackets fixed to
wooden cleats with CP brass screws with concealed fittings
arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not
less than 170 gms 17.73.1
15
-
525.46
Providing and fixing toilet paper holder : C.P. brass 17.34.1
6
-
518.93
Providing and fixing PTMT swivelling shower, 15 mm nominal bore,
weighing not less than 40 gms 18.64
7
-
135.61
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, including flush pipe, with manually controlled
device (handle lever) conforming to IS : 7231, with all fittings and
fixtures complete, including cutting and making good the walls and
floors wherever required: White Vitreous china Orissa pattern W.C. pan of size
580x440 mm with integral type foot rests 17.1.1
3
-
4705.41
Providing and fixing single equal plain invert branch of required degree : 100x100x100 mm Sand cast iron S&S as per iron 1729 17.50.1.1
3
-
677.9
Providing and fixing single equal plain invert branch of required degree : 75x75x75 mm Sand cast iron S&S as per IS - 3989 17.50.2.2
9
-
534.41
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bore 18.12.6
123.99
-
461.49
Providing and fixing gun metal gate valve with C.I. wheel of approved
quality (screwed end) : 80 mm nominal bore 18.17.6
2
-
2584.86
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 100 mm dia. R.C.C. pipe 19.6.1
123.99
-
438.4
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe 19.6.4
10
-
698.3
Supplying and stacking at site. 63 mm to 45 mm size stone aggregate 16.3.2
0.13
-
1951.68
Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1
7.2
-
6693.17
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) 13.8.2
16.56
-
325.21
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions 19.19.1.1
2
-
1445
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar 19.15.1
8
-
360.83
Centering and shuttering including strutting, propping etc. and removal
of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 5.9.2
1.35
-
509.84
Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 17.35.1.2
5
-
1241.12
Providing and fixing single equal plain junction of required degree : 100x100x100 mm Sand cast iron S&S as per IS - 1729 17.44.1.1
2
-
740.45
Providing and fixing plain bend of required degree. 100 mm dia 17.39.1.1 Sand cast iron S&S as per IS - 1729 17.39.1
1
-
584.03
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 19.30.1.1
14
-
6433.34
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