Travancore Titanium Products Limited Tender
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Travancore Titanium Products Limited - TTPL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Feb 2022
Closing Date25 Mar 2022
Tender AmountRefer Documents
Costs
EMD
₹ 44,340Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_TTPL_474637_1Bid Award Id
ViewTender No
TTP/CD/CN/SR-83/Revamping of Roads_1Tender Authority
Travancore Titanium Products Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
70.95
-
-
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specificationincluding 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.
70.95
-
-
Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continous surface, all as per clause 3004.2
Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm.
300
-
-
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.
473
-
-
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.
2427.38
-
-
Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour crushed aggregates of specified grading, premixed with bituminous binder using VG 30 @ 4.0 per cent by weight of total 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. 505 complete in all respects.
For grading - I ( 37.5 mm nominal size)
35.48
-
-
Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of75 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)
86.98
-
-
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)
3.79
-
-
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)
6.62
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-
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