National Capital Region Transport Corporation Tender
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National Capital Region Transport Corporation - NCRTC Tender
Eprocure
Opening Date6 Jan 2020
Closing Date6 Feb 2020
Tender AmountRefer Documents
Costs
EMD
₹ 9,84,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_NCRTC_39196_1Bid Award Id
ViewTender No
DM/MS/COR-OF/088Tender Authority
National Capital Region Transport Corporation ViewPurchaser Address
-Website
http://https://www.ncrtc.in/
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Documents
Tender Document Part III (Financial Bid)
BOQ Items
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Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means over area (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed in all kind of soil.
9570
1740304
181.85
... More
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer - in - charge.
-
-
-
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Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
90
156370
1737.45
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Preparation consolidation of subgrade by power road roller of 8 to 12 tonne 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 disposal of surplus earth lead upto 50 metr
16500
2586375
156.75
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Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
-
-
-
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With medium setting bitumen emulsion
-
-
-
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On W.B.M /W.M.M @ 0.4kg/sqm
16500
274725
16.65
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On bituminous surface @ 0.25kg/sqm
16500
181500
11
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporating the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, lavel and alignment and rolling with smooth wheeled, vabratory and dandem rollers as per specifications to achieve the desired compaction andc density, complete as per specifications and directions of Engineer-in-Charge.
-
-
-
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50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
1485
14945411
10064.25
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporating the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vabratory and tandom rollers to achieve the desired compactiona and density as per specification, complete and as per directions of Engineer-in-Charge.
-
-
-
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40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
660
7223469
10944.65
... More
Construction of granular sub-base(GSB) by providing close graded Material conforming to specifications, mixing in a mechanincal 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 roler to achieve the disired, density, complete as per specifications and directions of Engineer-in-Charge.
-
-
-
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With material comforming to Grade-II (size range 53 mm to 0.075mm) having CBR value-25
4125
10878862
2637.3
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Providing, laying, spreading and compacting graded stone aggregate(size range 53mm to 0.075mm) 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 & lfts, 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 capaciy to achiever the desired density, complete as per specifications and directions of Engineer-in-Charge.
3300
8716620
2641.4
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