Kerala Irrigation Infrastructure Development Corporation Limited Tender
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Costs
EMD
₹ 2,00,000Document Cost
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Refer Documents
Summary
Tender for Improvements to Anthakarathodu in Tripunnithura Muncipality
Description
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Contact
Tender Id
2018_KIIDC_208259_1Bid Award Id
ViewTender No
KIIDC/ 222/ 2018-19Tender Authority
Kerala Irrigation Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://http://kiidc.kerala.gov.in/
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Documents
BOQ Items
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od3877/2018_2019/IA
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas in all kinds of soil (exceeding 30 cm in depth ,1.5m in width as well as 10sqm on plan) in or under water including temporary stacking on banks/suitable location for further conveyance and disposal of excavated earth including all necessary leads and lifts .
32665
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-
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APPENDIX B- SIDE PROTECTION WORK od3878/2018_2019/IA
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in or under water in
all kinds of soil for foundation, trenches or drains (not exceeding 1.50m in width or 10 sqm on plan)
including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal
of surplus excavated soil as directed within a lead of 50m.
843.75
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-
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60.7.3
DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any
thickness of walls in DR masonry including disposal of debris within a distance of 150m.
864
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-
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60.64.1
Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various
strata bellow bed level including cost coveyance labour charges etc complete.
4000
-
-
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60.64.4
Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire
charges and labour for fixing , staging platform and all other appliances necessary for pile driving down
after pointing the bottom end
4000
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-
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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
600
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60.7.2
DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble
including conveyance of material and labour charges etc. complete as per direction of departmental
officers at site
243.75
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-
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60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality
blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials
labour charges etc. complete as per direction of Departmental officers at site
2187.5
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-
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7.2.1
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level,
including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate
20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse
sand)
350
-
-
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od3889/2018_2019/IA
Centering and shuttering including strutting, etc. and removal of form forbrpre cast pile
5590
-
-
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od3882/2018_2019/IA
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 or less
cement used as per design mix is payable or recoverable separately.brAll work upto plinth level for pre
cast concrete piles
448.552
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-
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od2761/2018_2019/IA
Conveying pre cast RCC pile 30cmx30cmx6m to the site from the place of casting including
lifting,hoisting, aligning and placing in position
224
-
-
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od2805/2018_2019/IA
Conveying pre cast RCC pile 30cmx30cmx8m to the site from the place of casting including
lifting,hoisting, aligning and placing in position
511
-
-
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od2800/2018_2019/IA
Driving and installing precast reinforced cement concrete piles
2940
-
-
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od3894/2018_2019/IA
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:br1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20
mm nominal size)for wearing coat over R.R.Masonry
31.25
-
-
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5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
1770
-
-
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od3884/2018_2019/IA
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:br1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate
20 mm nominal size)for anchor blocks, anchor beams, tie beams etc.
169.2
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Providing, hoisting and fixing precast reinforced cement concrete slabs (casting at contractors own
casting yard), cost of required centering, shuttering and finishing with neat cement punning wherever
required inserting in to the pile grooves but excluding the cost of reinforcement, with 1:1.5:3 (1 cement :
1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
250.05
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5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
76000
-
-
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16.72
Supplying and stacking of hard stone ( for stone pitching ) 22.5 cm thick at stie.
928.125
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16.73
Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having
no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all
complete ( Payment for stone to be made separately)
4125
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-
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13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
6000
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-
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60.1.2
RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m
height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof
till the completion of the work and clearing the site by dismantling the bund after completion of the
work.etc.complete
660
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-
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60.2.6
BAILING OUT WATER USING PUMP ABOVE 30HP AND UP TO 40HP - Bailing out water with engine
and pump set above 30HP and up to 40HP, including conveyance to site and erection,cost of fuel,
lubrication oil and other stores, pay of staff etc complete
1000
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-
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3 APPENDIX C 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas 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.
1969
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-
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16.1
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after
excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller
including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with
lead upto 50 metres.
900
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-
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16.78.3
Construction of granular sub- base by Providing close graded Material conforming to specifications,
mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads
& lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and
compacting with vibratory power roller to achieve the desired density, complete as per specifications and
directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075
mm) having CBR Value -20
990
-
-
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od3890/2018_2019/IA
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/6mm metal,
filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
4340
-
-
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4.1.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20
mm nominal size)
15.001
-
-
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5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
300.001
-
-
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5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth level thermo mechanicaslly treated bars of grade Fe- 500D or more
750
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-
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16.69
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in
position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse
sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not
to more than 5 mm), including making drainage opening wherever required complete etc. as per direction
of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C.
kerb stone shall be approved by Engineer-in-Charge)
244.125
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-
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16.91.2
Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks,
lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table
vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of
sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding
layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver
blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction
of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and
pattern.
6525
-
-
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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)
234.241
-
-
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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)
55.864
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-
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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
194.704
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-
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16.19
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right
angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
69900.96
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-
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16.70.2
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including
strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of
Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm
in required colour and shade
6400
-
-
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13.52.1
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
steel work
3958.38
-
-
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10.26.1
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing,
staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube
2500
-
-
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APPENDIX E - CONSTRUCTION OF SKEW BRIDGE 20.2.4
Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap to carry a safe working load not less than specified,
excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and
temporary casing of appropriate length for setting out and removal of same and the length of the pile to
be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads
(Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles
420
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-
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5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
31.681
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-
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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)
100
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-
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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
24.48
-
-
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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.
281
-
-
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5.3
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,
balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor
five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :
1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
26.605
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-
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5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
67.01
-
-
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5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
14158.86
-
-
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APPENDIX A1-Thodu Cleaning and Desilting- Removing hyacinth and organic,plastic materials from thodu
and conveying and dumping of excavated earth od496/2018_2019/IA
Removing water hyacinth weeds from river and surrounding area and conveying by boat and depositing
the same conveniently away at places pointed out by departmental officers at site with all leads and lifts
and other incidental charges such as hire and labour for country boats and necessary equipment required
for the work
10000
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-
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od497/2018_2019/IA
Engaging man mazdoor for collecting,sorting and packing plastic waste from the thodu for disposing or
recycling the same at suitable place
500
-
-
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od498/2018_2019/IA
Engaging man mazdoor for collecting,sorting and packing meat waste, poultry and fish materials from the thodu for disposing or recycling the same at suitable place
200
-
-
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od501/2018_2019/IA
Conveying the plastic waste removed from the bed of thodu for disposing or recycling the same at
suitable place
250
-
-
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od503/2018_2019/IA
Conveying desilted materials by mechanical transport(either by boat or by lorry) and dumping as per the direction of departmental officers at site.( The rate shall be for transporting & dumping 1m3 of desilted
material for a distance of 1km,ie rate /m3/km)
90000
-
-
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APPENDIXE1- CONSTRUCTION OF JETTY 5.33.1
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 or less
cement used as per design mix is payable or recoverable separately.All work upto plinth level
7.308
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-
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5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
96
-
-
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od2899/2018_2019/IA
Conveying pre cast RCC pile 30cmx30cmx10m to the site from the place of casting including
lifting,hoisting, aligning and placing in position
8
-
-
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od2800/2018_2019/IA
Driving and installing precast reinforced cement concrete piles
56
-
-
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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
5.765
-
-
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5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
32.31
-
-
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5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1296.35
-
-
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11.20.3
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement
slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary
cement
18
-
-
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APPENDIX D 15.2.1
Demolishing cement concrete manually / by mechanical means including disposal of material within 50
metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent
design mix)
80
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-
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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.
65
-
-
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15.60
Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical
means, including loading, transporting, unloading to approved municipal dumping ground or as approved
by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
145
-
-
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5.33.1
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 or less
cement used as per design mix is payable or recoverable separately.All work upto plinth level
10.422
-
-
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od2899/2018_2019/IA
Conveying pre cast RCC pile 30cmx30cmx10m to the site from the place of casting including
lifting,hoisting, aligning and placing in position
12
-
-
... More
od2800/2018_2019/IA
Driving and installing precast reinforced cement concrete piles
72
-
-
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5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
136.8
-
-
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5.3
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,
balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor
five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :
1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
17.457
-
-
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Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
163.361
-
-
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5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
2438.76
-
-
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