National Capital Region Transport Corporation Tender
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National Capital Region Transport Corporation - NCRTC Tender
Eprocure
Opening Date18 Jul 2019
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 21,04,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_NCRTC_28938_1Bid Award Id
ViewTender No
DM/MS/COR-OF/051Tender Authority
National Capital Region Transport Corporation ViewPurchaser Address
-Website
http://https://www.ncrtc.in/
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Documents
BOQ Items
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
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-
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All kinds of soil
16563.6
3012090
181.85
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
40500
6348375
156.75
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
40500
674325
16.65
On bituminous surface @ 0.25kg/sqm
40500
445500
11
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.
1871.1
18831218
10064.25
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.
1620
17730333
10944.65
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
2700
1639710
607.3
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 .
7691.27
20284191
2637.3
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.
9716.91
25666236
2641.4
Any other DSR 2018 itmes
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10000000
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DSR 2018 Total
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117784444
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