KITCO Limited Tender
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Costs
EMD
₹ 27,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_KITCO_419884_2Bid Award Id
ViewTender No
DSYA/KITCO/CL/08/2021Tender Authority
KITCO Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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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)
6.7
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50.6.2.1 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
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Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone -III) : 3 graded stone aggregate 20 mm nominal size)
2.1
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od64583/2018_2019 Supply and fixing of 50 mm 6kgf/cm2 PVC pipes as sleeves in precast drain cover slab at 0.4m interval in the approvedbrpattern as shown in the drawings and as instructed by the engineer-in-charge
15
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13.2.1 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand)
24
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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)
21.5
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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.
416.24
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16.78.1 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.Grade II (size range 75 mm to 0.075 mm) having CBR Value- 30
83.25
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16.79 Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.
83.25
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od6184/2018_2019 Supply and installation of ITF approved synthetic acrylic surface (8 or 9 layers) as per specifications approved by ITF. The layers shall be base, resurfacer, cushion layers, and synthetic top surface with primer coat (as required) and filling of crack (if required) .The rate includes cost of all materials, transportation, labour, wastage and other incidental charges , and the supply and installation of sleeves & accessories, all markings in different colour etc complete as per the ITF standards. The work to be executed as per the instructions of the engineer-in-charge.
416.24
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od6024/2018_2019 Supply & installation of One pair of FIVB approved 4" Dia. Fixed Post Set for Volleyball, with Crank System For Height Adjustment and with net complete. The net is to be 1 m wide and 9.50 to 10 m long (with 25 to 50 cm on each side of the side bands), made of 10 cm square black mesh, with horizontal and vertical bands and antennae satisfying FIVB standards for level 2 competitions. The posts are to be rounded and smooth, fixed to the ground without wires and provided with proper foundation and anchoring.brThe rate shall be inclusive of all materials, transportation and labour charges for installing the equipment with all accessories and necessary / ancillary works so as to satisfy the FIVB standards. The work to be executed as per the the directions of the engineer-in-charge.
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5.1.a Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
416.24
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5.2.a Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
416.24
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5.2.b Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
416.24
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5.3.2.b Providing and laying bituminous macadam with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using bitumen VG 30 crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Grading II - (19 mm nominal size )
20.81
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5.6.2.b. Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
For Grading -II (13.2 mm Nominal size).
12.49
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