Kerala Rural Water Supply And Sanitation Agency Tender
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Costs
EMD
₹ 16,800Document Cost
₹ 1,400Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KRWSA_656197_4Tender No
KRWSA/RPMU/IDKI/SUS/TEN/OWR/10Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://https://jalanidhi.kerala.gov.in/
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Documents
BOQ Items
13.1.2
12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
75.36
-
-
13.46.1
Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
75.36
-
-
10.2
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
169.56
-
-
51.20
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby EngineerO-in-tchhaerrgeE. Tnhge isnheeeet rshinalgl beOfirxegdaunsiinsgasteilof dnrislling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding
the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.
37.58
-
-
100.98.213
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 90mm Dia.
20
-
-
2.6.1
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 disposal of excavated
0.46
-
-
od324243/2023_2024
Providing screening layer in open well construction in accordance with IS: 4097, including providing gravel fine /medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in- charge.
1.15
-
-
100.98.1008
Engaging Coolie
4
-
-
Supplying and fixing gutter pipe 160mm UPVC rainwater gutter
20
-
-
Providing and fixing precast reinforced cement concrete rings of approved quality of 3 feet dia 3nos and covering slab of approved quality inside the recharge pit
2
-
-
Providing and fixing PVC valve of approved quality : 90 mm nominal bore
2
-
-
APPENDIX 2- POONJAR THEKKEKARA GP (5 WELLS - KUNNONNI WSS, THALAPRA WSS, PAYYANITHOTTAM WSS, KADALADIMATTOM WSS, THOTTIPPARA WSS)
-
-
-
13.31.1
Pointing on brick work or brick flooring with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled Struck or weathered pointing
94.2
-
-
13.1.2
12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
113.04
-
-
13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
113.04
-
-
10.1
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
565.2
-
-
100.98.213
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 90mm Dia.
50
-
-
od323448/2023_2024
Providing screening layer in open well construction in accordance with IS: 4097, including providing gravel fine /medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in- charge.
2.87
-
-
100.98.1008
Engaging Coolie
10
-
-
Supplying and fixing gutter pipe 160mm UPVC rainwater gutter
50
-
-
Providing and fixing precast reinforced cement concrete rings of approved quality of 3 feet dia 3nos and covering slab of approved quality inside the recharge pit
5
-
-
Providing and fixing PVC valve of approved quality : 90 mm nominal bore
5
-
-
APPENDIX 3- POONJAR THEKKEKARA GP (KUNNONNI IHDP COLONY WELL)
-
-
-
100.54.3.1
Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 4.5m by earth work excavation in
or under water, after closing the inlet valves and plugging any holes in the steining by engaging divers
with breathing accessories, bailing out water using pumset of suitable capacity, lifting the excavated
silt/mud/clay using ropes, pulleys and buckets and disposing the same within minimum lead of 50 m from
the periphery of the well, including engaging coolies for scrapping the inner side of the well, without
causing any damages to the existing structures and installations, including hire and conveyance of tools
and plant and as per the directions of the department officers etc. complete.
5.28
-
-
13.46.1
Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied
@ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
24.62
-
-
10.1
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all complete.
36.93
-
-
APPENDIX 4- POONJAR THEKKEKARA GP (KUNNONNI LAKSHAMVEEDU COLONY WELL)
-
-
-
100.54.3.1
Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 4.5m by earth work excavation in
or under water, after closing the inlet valves and plugging any holes in the steining by engaging divers
with breathing accessories, bailing out water using pumset of suitable capacity, lifting the excavated
silt/mud/clay using ropes, pulleys and buckets and disposing the same within minimum lead of 50 m from
the periphery of the well, including engaging coolies for scrapping the inner side of the well, without
causing any damages to the existing structures and installations, including hire and conveyance of tools
and plant and as per the directions of the department officers etc. complete.
16.96
-
-
5.1.3
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size)
0.75
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
7.44
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
65
-
-
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
2.14
-
-
50.6.1.4
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available
size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM
1:6 ( 1 cement : 6 coarse sand) etc complete
1.84
-
-
13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
32.03
-
-
13.1.2
12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand)
28.5
-
-
13.46.1
Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied
@ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
28.5
-
-
od323368/2023_2024
Providing screening layer in open well construction in accordance with IS: 4097, including providing
gravel fine /medium/coarse, in required grading & sizes as per actual requirement, all complete as per
direction of Engineer- in- charge.br
6.22
-
-
100.98.1008 Engaging Coolie
4
-
-
60.7.8
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course
using departmental rubble including packing to compactness to lines and levels, labour charges etc.
complete as per direction of Departmental officers at site
1.91
-
-
10.1
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all complete.
27.22
-
-
Providing and fixing precast reinforced cement concrete rings of approved quality of 4 feet dia 3nos and
covering slab of approved quality inside the recharge pi
1
-
-
PROVIDING AND FIXING GRANITE NAME BOARD
1
-
-
APPENDIX 5- POONJAR THEKKEKARA GP (MURINGAPPURAM WELL)
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-
-
100.54.3.3
Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 7.5m by earth work excavation in
or under water, after closing the inlet valves and plugging any holes in the steining by engaging divers
with breathing accessories, bailing out water using pumset of suitable capacity, lifting the excavated
silt/mud/clay using ropes, pulleys and buckets and disposing the same within minimum lead of 50 m from
the periphery of the well, including engaging coolies for scrapping the inner side of the well, without
causing any damages to the existing structures and installations, including hire and conveyance of tools
and plant and as per the directions of the department officers etc. complete.
28.26
-
-
13.1.1
12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
37.68
-
-
13.37.1
White washing with lime to give an even shade:New work (three or more coats)
37.68
-
-
10.1
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all complete.
169.56
-
-
APPENDIX 6- POONJAR THEKKEKARA GP (PANCHAYAT PUBLIC WELL)
-
-
-
100.54.3.1
Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 4.5m by earth work excavation in
or under water, after closing the inlet valves and plugging any holes in the steining by engaging divers
with breathing accessories, bailing out water using pumset of suitable capacity, lifting the excavated
silt/mud/clay using ropes, pulleys and buckets and disposing the same within minimum lead of 50 m from
the periphery of the well, including engaging coolies for scrapping the inner side of the well, without
causing any damages to the existing structures and installations, including hire and conveyance of tools
and plant and as per the directions of the department officers etc. complete.
19.5
-
-
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)
0.46
-
-
50.6.1.4
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available
size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM
1:6 ( 1 cement : 6 coarse sand ) etc complete
3.71
-
-
13.1.2
12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
32.48
-
-
13.46.1
Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied
@ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
32.48
-
-
10.1
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all complete.
108
-
-
APPENDIX 7- POONJAR THEKKEKARA GP (RAJIV GANDHI WSS WELL)
-
-
-
50.2.3.1
Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire
charges of pumpset, etc complete
5
-
-
60.2.7
BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever
necessary where pumping with engine and pump set not possible
2
-
-
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)
1.58
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations,
footings, bases for columns
10.5
-
-
10.2
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
126.64
-
-
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
87
-
-
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