District Nirmithi Kendra Tender
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District Nirmithi Kendra Tender
Civil And Construction
Eprocure
Opening Date
19 Jun 2019Closing Date
27 Jun 2019Tender Amount
₹ 59,51,757Costs
EMD
₹ 50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_DNKML_282413_1Bid Award Id
ViewTender No
NKMP/E-TENDER/ P2 / 394 J/ 17-18Tender Authority
District Nirmithi Kendra ViewPurchaser Address
-Website
http://etenders.kerala.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
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
31.5
-
7523.98
INTERNAL ROAD AND FOOTPATH (NELLIYAMKUNNU - ODUNGADANTHODI FOOT PATH)
-
-
-
2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
174
-
72.74
4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
17.401
-
7398.39
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
26.1
-
7523.98
INTERNAL ROAD AND FOOTPATH(NELLIYAMKUNNU - KURUPPAMTHODI - SNDP COLLEGE ROAD FOOT PATH)
-
-
-
2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
391.5
-
72.74
4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
39.15
-
7398.39
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
58.725
-
7523.98
2.8.1 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 up to 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
4.05
-
228.38
od3933/2018_2019 Dry 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) including cost of through stone and bond stone.
8.1
-
2940.51
INTERNAL ROAD AND FOOTPATH(ROAD TO ANGANAVADI)
-
-
-
2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
216
-
72.74
4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
21.6
-
7398.39
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
43.2
-
7523.98
INTERNAL ROAD AND FOOTPATH (UNNYARKUNNU PATH WAY)
-
-
-
2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
152.5
-
72.74
4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
15.25
-
7398.39
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
30.5
-
7523.98
INTERNAL ROAD AND FOOTPATH (FOOT PATH TO NELLIYAMKUNNU VASUDEVAN'S HOUSE)
-
-
-
2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
37.801
-
72.74
4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
3.781
-
7398.39
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
8.371
-
7523.98
INTERNAL ROAD AND FOOT PATH ( FOOT PATH TO NELLIYAMKUNNU LEELA'S HOUSE)
-
-
-
2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
27
-
72.74
4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
2.7
-
7398.39
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.05
-
7523.98
INTERNAL ROAD AND FOOTPATH ( FOOT PATH TO NELLIYAMKUNNU LAKSHMI'S HOUSE)
-
-
-
2.1.1
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10
sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be
levelled and neatly dressed:All Kinds of soil
10.8
-
72.74
4.1.4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm
nominal size)
1.08
-
7398.39
4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
1.62
-
7523.98
INTERRNAL ROAD AND FOOTPATH (FOOT PATH TO NELLIYAMKUNNU KAALI'S HOUSE)
-
-
-
2.1.1
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10
sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be
levelled and neatly dressed:All Kinds of soil
10.8
-
72.74
4.1.4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm
nominal size)
1.08
-
7398.39
4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
1.62
-
7523.98
INTERNAL ROAD AND FOOTPATH (FOOT PATH TO NELLIYAMKUNNU RAGHAVAN'S HOUSE )
-
-
-
2.1.1
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10
sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be
levelled and neatly dressed:All Kinds of soil
10.8
-
72.74
4.1.4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm
nominal size)
1.08
-
7398.39
4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
1.62
-
7523.98
INTERNAL ROAD AND FOOTPATH (STEPS TO NELLIYAMKUNNU CHANDRAN'S HOUSE )
-
-
-
2.8.1
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 up to 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
1.459
-
228.38
od3933/2018_2019
Dry 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) including cost of
through stone and bond stone.
12.879
-
2940.51
4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
0.19
-
7523.98
INTERNAL ROAD AND FOOT PATH ( STEPS TO KURUPPAMTHODI ANILKUMAR'S HOUSE )
-
-
-
2.8.1
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 up to 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
1.459
-
228.38
od3933/2018_2019
Dry 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) including cost of
through stone and bond stone.
12.879
-
2940.51
4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
0.19
-
7523.98
INTERNAL ROAD AN FOOT PATH FOOT PATH TO O.T CHANDRAN'S HOUSE)
-
-
-
2.1.1
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10
sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be
levelled and neatly dressed:All Kinds of soil
10.8
-
72.74
4.1.4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm
nominal size)
1.08
-
7398.39
4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
1.62
-
7523.98
COMMUNICATION FACILITIES (ANGANAVADI CUM MEETING HALL )
-
-
-
15.28.1
Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50
metres lead of :G.S. Sheet
144
-
96.21
15.14.2
Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height
including stacking the material within 50 metres lead:Of sectional area below 40 square centimeters
114.4
-
10.57
15.3
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal
of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
8.807
-
1996.37
15.10.2
Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually /
by mechanical means including stacking of serviceable and disposal of unserviceable material within 50
metres lead as per direction of Engineer-in-Charge:In cement mortar
27.649
-
1614.95
15.9.2
Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-
Charges:In cement mortar
10.146
-
1380.32
2.8.1
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 up to 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
15.984
-
228.38
od3933/2018_2019
Dry 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) including cost of
through stone and bond stone.
15.984
-
2940.51
7.1.1
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) up to plinth
level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
10.715
-
5443.13
50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers
not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to
50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
22.43
-
427.2
50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
38.891
-
6828.11
50.6.6.2
Hollow block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available
size confirming to IS 2185 part I of 1979 for Super structure up to floor two level for 10 cm thick wall in:
CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete
2.934
-
5542.7
5.2.2
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. up tot floor five level
excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size)
26.982
-
9807.61
5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
63.44
-
470.63
5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
193.4
-
579.61
5.22A.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
2293.47
-
77.68
4.1.8
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 : 8 graded stone aggregate 40
nominal size)
3.738
-
6146.26
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
682.13
-
237.37
11.38
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the
manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except
White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4
Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.
123.15
-
1026.49
11.36
Providing and fixing I st 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 @ 3.3 kg
per sqm, including pointing in white cement mixed with pigment of matching shade complete.
17.4
-
1022.24
od5169/2018_2019
Supplying and fixing Concrete door and window frame of size 90x210 including security bars and flats, all
complete as per direction of Engineer in-charge
4
-
1444.47
50.9.2.2
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows,
35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required sized with
necessary screws, excluding panelling which will be paid for separately, all complete as per direction of
Engineer in-charge using Pincoda wood
7.181
-
3118.73
50.9.6.2
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float
glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary
screws. Using Pincoda wood 30 mm thick shutters
18.598
-
3536.43
13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
682.13
-
50.71
13.60.1
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two
or more coats on new work
682.13
-
115.91
10.6.3
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked
together through their entire length and jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push
and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1
and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to
cover
6
-
2357.34
10.28
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc.,
including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the
same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary
accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the
floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for
payment purpose only weight of stainless steel members shall be considered excluding fixing
accessories such as nuts, bolts, fasteners etc.)
41.841
-
648.37
13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
42.001
-
107.6
17.13.2
Providing and fixing white vitreous china water closet squatting pan ( Indian type):Orissa pattern W.C.
pan of size 580x440 mm
2
-
1999.18
17.10.2.1
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 board610x510 mm bowl depth 200 mm
1
-
3399.13
18.51.1
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
5
-
676.02
18.52.1
Providing and fixing C.P brass stop cock ( concealed) of standard design and of approved make
conforming to IS: 893115 mm nominal bore
1
-
749.32
18.48
Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 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.
1000
-
9.95
50.18.9.9.1
Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching,
refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
1
-
436.82
50.18.9.18.1
Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This
included jointing of pipes with one step PVC solvent cement and testing of joints complete as per
direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
1
-
244.58
50.18.8.2.2
Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This
includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as
per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall
etc. 20 mm pipe 10 Kgf/ cm2
1
-
285.57
18.58.2.1
Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular
lid150 mm nominal size square 100 mm diameter of the inner hinged round grating
2
-
205.94
2.1.1
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10
sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be
levelled and neatly dressed:All Kinds of soil
68.84
-
72.74
16.68
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade
made by block making machine with strong vibratory compaction, of approved size, design & shape, laid
in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the
joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
68.84
-
845.05
DRINKING WATER FACILITIES(REPLACING WATER TANK)
-
-
-
18.48
Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 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.
5000
-
9.95
DRINKING WATER FACILITIES(ANGADITHODI - KUNDANPALLIYALIL AREA) - BORE WELL
-
-
-
23.1.1.1
Boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS:
2800 ( part I), including collecting samples from different strata, preparing and submitting strata chart/
bore log, including hire & running charges of all equipments, tools plants & machineries required for the
job, all complete as per direction of Engineer - in- Charge, upto 90 metre depth below ground level.All
types of soil300 mm dia
75
-
508.79
23.3.2
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium
well casing (CM) pipe of required dia, conforming to IS : 12818, including required hire and labour
charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer- in-
Charge.150 mm nominal size dia
75
-
785.48
23.10.2
Supplying, assembling, lowering and fixing in vertical position in bore well ERW ( Electric Resistance
Welded ) FE 410 mild steel screwed and socketed / plain ended casing pipes or required dia , conforming
to IS 4270, of reputed & approved make, including painted with outside surface with two coats of
anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings
& accessories, all complete, for all depths, as per direction of Engineer-in-Charge.150 mm nominal size
dia having minimum wall thickness 5.00 mm
1.5
-
1661.55
DRINKING WATER FACILITIES(ANGADITHODI - KUNDANPALLIYALIL AREA )- STORAGE TANK
-
-
-
2.8.1
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 up to 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
17.34
-
228.38
4.1.8
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 : 8 graded stone aggregate 40
nominal size)
1.35
-
6146.26
5.1.2
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 :3 graded stone aggregate 20 mm nominal size
5.256
-
8530.57
5.2.2
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. up tot floor five level
excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size)
8.361
-
9807.61
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
12
-
266.2
5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
25.44
-
642.12
5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
17.28
-
470.63
5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
25.608
-
579.61
5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
40.8
-
519.63
5.22A.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
1151.6
-
77.68
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
76.648
-
237.37
13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
24.96
-
311.28
13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
76.65
-
50.71
13.60.1
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two
or more coats on new work
76.65
-
115.91
DRINKING WATER FACILITIES(ANGADITHODI- KUNDANPALLIYALIL AREA) - DISTIBUTION
-
-
-
18.9.5
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work40 mm nominal outer dia pipes
230
-
440.78
18.9.2
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work20 mm nominal outer dia pipes
280
-
204.91
18.17.3
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm
nominal bore
2
-
802.5
18.15.2
Providing and fixing brass bib cock of approved quality :20 mm nominal bore
14
-
384.85
DRINKING WATER FACILITIES(ANGADITHODI - KU1RUPPANTHODI AREA) - DISTRIBUTION
-
-
-
18.9.5
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work40 mm nominal outer dia pipes
450
-
440.78
18.9.2
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work20 mm nominal outer dia pipes
200
-
204.91
18.17.3
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm
nominal bore
2
-
802.5
18.15.2
Providing and fixing brass bib cock of approved quality :20 mm nominal bore
10
-
384.85
SOLAR STREET LIGHT
-
-
-
od15951/2018_2019
Supplying and fixing mini hi mast solar light including installation and commissioning
5
-
150000
SANITATION - DRAINAGE PIT FOR HOUSES( 50 NOS)
-
-
-
2.8.1
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 up to 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
108
-
228.38
50.6.2.2
Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size
confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM
1:6 ( 1 cement : 6 coarse sand) etc complete
47.25
-
5867.83
5.2.2
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. up tot floor five level
excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size)
7.2
-
9807.61
5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
72
-
579.61
50.18.9.18.1
Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This
included jointing of pipes with one step PVC solvent cement and testing of joints complete as per
direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
250
-
244.58
RENOVATION OF HOUSES - 1. NELLIYANKUNNU USHA
-
-
-
15.31
Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead.
65.202
-
118.38
10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete.Hot finished welded type tubes
626.612
-
123.87
13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
54.097
-
107.6
od6200/2018_2019
Labour charges fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of
approved size and as per approved pattern on steel frame work complete (steel frame work to be paid
separately)
74.3
-
118.4
RENOVATION OF HOUSES - 2. KURUPPANTHODI AYYAPPAN
-
-
-
15.31
Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead.
64.862
-
118.38
10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
632.376
-
123.87
13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
54.524
-
107.6
od6200/2018_2019
Labour charges fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of
approved size and as per approved pattern on steel frame work complete (steel frame work to be paid
67.334
-
118.4
RENOVATION OF HOUSES - 3. KURUPPANTHODI MUNDI
-
-
-
15.31
Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead.
65.803
-
118.38
10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete.Hot finished welded type tubes
630.324
-
123.87
13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
54.524
-
107.6
od6200/2018_2019
Labour charges fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of
approved size and as per approved pattern on steel frame work complete (steel frame work to be paid
separately)
67.334
-
118.4
RENOVATION OF HOUSES - 4. N C BHASKARAN
-
-
-
15.31
Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead.
64.862
-
118.38
10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete.Hot finished welded type tubes
629.715
-
123.87
13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
56.444
-
107.6
od6200/2018_2019
Labour charges fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of
approved size and as per approved pattern on steel frame work complete (steel frame work to be paid
separately)
67.334
-
118.4
RENOVATION OF HOUSES - 5. NC KOLAVAN
-
-
-
15.31
Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead.
67.32
-
118.38
10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete.Hot finished welded type tubes
624.413
-
123.87
13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
54.097
-
107.6
od6200/2018_2019
Labour charges fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of
approved size and as per approved pattern on steel frame work complete (steel frame work to be paid
separately)
74.3
-
118.4
RENOVATION OF HOUSES - 6. NK RAGAVAN
-
-
-
15.31
Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead.
65.803
-
118.38
10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete.Hot finished welded type tubes
626.344
-
123.87
13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
54.524
-
107.6
od6200/2018_2019
Labour charges fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of
approved size and as per approved pattern on steel frame work complete (steel frame work to be paid
separately)
67.334
-
118.4
RENOVATION OF HOUSES - 7. KUNDAMPALLIYALIL CHAMI
-
-
-
15.31
Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead.
65.803
-
118.38
10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete.Hot finished welded type tubes
626.344
-
123.87
13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
54.524
-
107.6
od6200/2018_2019
Labour charges fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of
approved size and as per approved pattern on steel frame work complete (steel frame work to be paid
separately)
67.334
-
118.4
RENOVATION OF HOUSES - 8. ANGADITHODEI VASU
-
-
-
15.31
Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead.
65.803
-
118.38
10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete.Hot finished welded type tubes
626.344
-
123.87
13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
54.524
-
107.6
od6200/2018_2019
Labour charges fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of
approved size and as per approved pattern on steel frame work complete (steel frame work to be paid
separately)
67.334
-
118.4
RENOVATION OF HOUSES - 9. O.T. SUKUMARAN
-
-
-
15.31
Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead.
65.803
-
118.38
10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete.Hot finished welded type tubes
626.344
-
123.87
13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
54.524
-
107.6
od6200/2018_2019
Labour charges fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of
approved size and as per approved pattern on steel frame work complete (steel frame work to be paid
separately)
67.334
-
118.4
Centage charge to Nirmithi Kendra @ 8% ( 8% of Total estimate cost )
1
-
592631
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