Public Works Department Tender
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Costs
EMD
₹ 2,91,498Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Restoration Of Road Cut By Delhi Jal Board At Magazine Road, Khyber Pass Light To Mall Road Junction And Malka Ganj To Roshnarabagh Under Sub Division - 4 Dg.2024-25.
Description
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Contact
Tender Id
2024_PWD_267284_1Tender No
19/SE/C and ND/PWD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://www.pwddelhi.gov.in/
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Documents
BOQ Items
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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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-
-
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With medium setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/sqm.
5330
21
112996
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On bituminous surface @ 0.25kg/sqm.
5330
14
74887
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting 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, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
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-
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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.
267
11129
2971590
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting 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, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
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-
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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) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
214
12126
2595007
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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.
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-
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With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
1120
2784
3118080
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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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
1066
2914
3106644
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Modified Estimate Cost after correction on DSR items on a/c of GST@ 0.973 i.e. deduct for effect of correction factor on Item No. 1 to 08 (1-0.973)=0.027 on X (DST Items)
1
392663
-392663
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Add 3% Cost Index as per CPWD order no. DG/Cost Index/10 dated 11.09.2024
1
424512
424512
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