Kerala Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 8,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KINFR_644060_1Bid Award Id
ViewTender No
KINFRA/KEPIP/33/2023-24Tender Authority
Kerala Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://http://kinfra.org/
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BOQ Items
13.104.1
Polishing on wood work with ready made wax polish of approved brand andmanufacture :Old work
238
-
-
13.109.1
Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied
@ 2.20 kg/10 sqm) over priming coat ofprimer applied @ 0.80 litrs/10 sqm complete including cost of
Priming coat.
168.25
-
-
13.111.1
Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied
@ 1.67 ltr/ 10 sqm) on existing cementpaint surface
4246
-
-
od126909/2023_2024
Cleaning of roof tiles using pressure washer
12
-
-
13.83.2
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including
applying additional coats wherever required to achieve even shade and colour.Two coats
5534.26
-
-
14.72
Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight
made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock
system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for
working platform etc. and maintaining it in a serviceable condition for the required duration as approved
and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection
with the building etc wherever required for inspection of work at required location with essential safety
features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The
elevational area of the scaffolding shall be measured for payment purpose. The payment will be made
once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially,
necessary deduction for scaffolding in the existing item to be done .
546
-
-
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
100.44
-
-
15.23.1
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres
lead.For thickness of tiles 10mm to 25mm
76
-
-
11.41.2
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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints
with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
76
-
-
17.3.1
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
4
-
-
17.73.2
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws
with concealed fitting arrangement of approved quality and colour600 mm long towel rail with total length
of 645 mm, width 78 mm and effective height of 88 mm, weighting not less than 190 gms
10
-
-
50.17.1.5
Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of
materials and labour charges etc complete as per the direction of site Engineer-in-charge.
5
-
-
17.7.2
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 630 x 450 mm with a single 15 mm C.P. brass
pillar tap
3
-
-
APPENDIX - A
Road Works
-
-
-
3.6
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and
loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and
cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
704
-
-
16.2
Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm
thick mastic asphalt including disposal with all lift and lead upto 1000 m.
2880
-
-
3.15
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material
with in all lifts and lead upto 1000 metres by Mechanical Means
1800
-
-
55.22
Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including
providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels
as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.;
complete.
5390
-
-
4.1.B.2
Construction of granular sub-base by providing graded material, spreading in uniform layers with motor
grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with
vibratory roller to achieve the desired density, complete as per clause 401.
Grading-VI - For sub base cum drainage layer - Mix in Place Method
264
-
-
4.12
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification
including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by
tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and
compacting with vibratory roller to achieve the desired density.
720.75
-
-
12.4
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size
mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
5.66
-
-
APPENDIX - A Culvert Construction
-
-
-
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
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
46.4
-
-
2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked
materials.All kinds of soil
14.36
-
-
od386560/2022_2023 Filling available excavated earth(excluding rock) in trenches, under floors,plinth,sides of foundation,in
areas etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and
watering,lead upto 50m and lift upto 1.5m including cost and conveyance of all materials,labour charges,
etc complete at all levels as directed by the Engineer-in-Charge
33.79
-
-
od386753/2022_2023
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 :- Minimum Cement content considered in this item is @ 330 kg/cum.
Additional cement requirement as per mix design shall be considered by the bidder while quoting. No
extra shall be paid on this account). brAll work upto plinth level
4.49
-
-
od386828/2022_2023 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot 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 RCC pipes.
25.4
-
-
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)
1.64
-
-
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.
28.52
-
-
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
966.44
-
-
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.
0.16
-
-
51.2.4
Filling with Sand
Supplying and filling sand in foundation trenches of culvert for stabilizing the top clay layer including
watering, ramming, consolidating and dressing, etc complete for improving bearing capacity of soil.
0.68
-
-
APPENDIX - B Road restoration of KEPIP internal road from Geo infopark to KEPIP Brahmapuram gate
-
-
-
3.6
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and
loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and
cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
1210
-
-
16.2
Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm
thick mastic asphalt including disposal with all lift and lead upto 1000 m.
5787.5
-
-
3.15
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material
with in all lifts and lead upto 1000 metres by Mechanical Means
630
-
-
55.22
Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including
providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels
as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.;
complete.
6645
-
-
4.1.B.2
Construction of granular sub-base by providing graded material, spreading in uniform layers with motor
grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with
vibratory roller to achieve the desired density, complete as per clause 401.
Grading-VI - For sub base cum drainage layer - Mix in Place Method
453.75
-
-
4.12
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification
including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by
tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and
compacting with vibratory roller to achieve the desired density.
996.75
-
-
12.4
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size
mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
8.96
-
-
APPENDIX - B Taking out existing CC interlocking paverblocks
-
-
-
16.83
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of
rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made
separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-
Charge.
1845
-
-
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