KITCO Limited Tender
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Costs
EMD
₹ 2,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KITCO_513773_1Bid Award Id
ViewTender No
DSYA/KITCO/14/2022Tender Authority
KITCO Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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
66.75
-
-
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)
22.25
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
89
-
-
od150437/2018_2019
Supply and installation of IAAF approved SANDWICH type synthetic athletic surface of recommended IAAF specifications for conducting IAAF events having a minimum thickness of 13mm.The rate shall
include all provision for installation of sleeves for throwing events( Pole vault, High Jump, Discus throw, Shot Put and Hammer Throw), drainage, all sleeves & drainage pipes, box for pole vault, line markings and IAAF Class II Certification as directed by the engineer-in-charge.
7200
-
-
od150438/2018_2019
Supply and installation of the following IAAF Certified Competition Track Equipment - Removable Track kerb (white colour), installed as per IAAF specification and as directed by the Engineer-in-charge.
401
-
-
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)
66.75
-
-
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.
7200
-
-
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.
7200
-
-
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.
7200
-
-
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 )
360
-
-
5.6.1.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) @ 5.2 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 - I (19 mm Nominal size)
180
-
-
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
1073.6
-
-
od150431/2018_2019
Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events as per the IAAF standards and as directed by the engineer-in-charge.brHammer cage - one number
1
-
-
od150432/2018_2019
Supply and Installation of the following IAAF Certified Track Competition Equipment as per IAAF standards and as directed by the engineer-in-charge.br Uprights ( one pair), cross bars & landing area for Pole vault with cover - one number each
1
-
-
od150433/2018_2019
Supply and Installation of the following IAAF Certified Track Competition Equipment, as per the IAAF standards and as directed by the Engineer-In-Charge. :brUprights ( one pair) , cross bars & landing area for High Jump with cover - one number
1
-
-
od150434/2018_2019
Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events.brShot put Stop Board - one number as per IAAF standards, as directed by the Engineer-in-charge.
1
-
-
od150435/2018_2019
Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events.1. Throwing Circle - 1 Number for Shot put as per IAAF standards as directed by Engineer-incharge
1
-
-
od150436/2018_2019
Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events.br1. Throwing Circle -1 number for Discus Throw as per IAAF standards directed by the
Engineer-in-charge
1
-
-
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