Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Mar 2025
Closing Date20 Mar 2025
Tender Amount₹ 5,22,67,345
Costs
EMD
₹ 10,45,347Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Comprehensive Maintenance Of Roads Under Sub Division East Road-i And Iv (section-i And Ii) Of Pwd Division East Road (m-212) During 2025-26 And 2026-27. (sh- Patch Repair Work Under Sub Division East Road-i And Iv).
Description
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Contact
Tender Id
2025_PWD_269220_1Bid Award Id
ViewTender No
20/SE/EAST/CIRCLE/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 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.
620
11129
6900321
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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.
2482
12126
30097228
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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic 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.
5000
747
3739000
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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
1862
2784
5183808
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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 paver finisher 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.
1396
2914
4068363
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Add 3.00 % Cost Index on DSR 2023
1
1533710
1533710
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Modified Estimated Cost due to correction in GST rate (MF@0.973) =(Estimated cost based on DSR 2023 items *0.973) = (-) (52657367*0.027= 1421749)
1
1421749
-1421749
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Cold Milling of Asphaltic Surface/Pavement (Removal of BC/DBM or any asphaltic material from road Surface/Concrete Surface) in thickness of 25 to 100 mm so as to below in shape, slope and undamaged workable to lay fresh layer of asphaltic material in line, level, size, depths directed by Engineer-in-Charge including transportation and disposal of removed material from site for all lift and leads, cleaning of surface and making good or asphalting work including local repair of damages/ distress occurre after milling etc. complete as per method and machinery prescribed in IRC
1986
1157
2299192
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Credit for salvage value of milled bituminous material received from cold milling but not used in the recycled bituminous mix.
1986
638
-1267465
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