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Tender For Restoration Of Outer Ring Road (From Nehru Place Bus Terminal To Kalkaji Mandir) And Near Greater Kailash Metro Station Cut By The Bses Under The Jurisdiction Of Division Ser-2/21 During 2022-23., delhi-Delhi

Public Works Department-PWD has published Tender For Restoration Of Outer Ring Road (From Nehru Place Bus Terminal To Kalkaji Mandir) And Near Greater Kailash Metro Station Cut By The Bses Under The Jurisdiction Of Division Ser-2/21 During 2022-23.. Submission Date for this Tender is 03-04-2023. Road Work Tenders in delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

36941979
Corrigendum : Tender For Restoration Of Outer Ring Road (From Nehru Place Bus Terminal To Kalkaji Mandir) And Near Greater Kailash Metro Station Cut By The Bses Under The Jurisdiction Of Division Ser-2/21 During 2022-23.
Open Tender
Indian
Delhi
delhi
03-04-2023

Tender Details

Restoration Of Outer Ring Road (From Nehru Place Bus Terminal To Kalkaji Mandir) And Near Greater Kailash Metro Station Cut By The Bses Under The Jurisdiction Of Division Ser-2/21 During 2022-23

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 01-Apr-2023 DATE EXTENDED Date 03-04-2023

Key Value

Document Fees
Refer document
EMD
INR 71114.0 /-
Tender Value
INR 35.55 Lakhs /-

BOQ Items

Name of Work: Restoration of Outer Ring Road (From Nehru Place Bus Terminal to Kalkaji Mandir) and near Greater Kailash Metro Station cut by the BSES under the jurisdiction of Division SER-2/21 during 2022-23.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2Construction 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. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
3Providing, 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 achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
4Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsion
5On W.B.M / W.M.M. @ 0.4kg/sqm
6On bituminous surface @ 0.25kg/sqm.
7Providing 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 equipped 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 specifications and directions of Engineer-in-Charge. 16.54.1 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.
8Providing 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. 16.57.1 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.
9Add @ 31.27% Cost Index
10Less @ 9.50% as per Delhi Govt. Order
11Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting and unloading the same at C & D Waste Management Site near Jahangir Puri Safai Karmchari Quarters at Burari Plant, including weighing at plant etc. complete as per direction of Engineer-in-charge. Weighing and unloading at the plant shall be as per procedures/rules of the Plant Management. The rates are inclusive of all operations, labours, leads and lifts from site of work to the C & D Waste plant. (Processing fees at prescribed rate of C & D waste Management plant atwill be deposited by the agency andshall be reimbursed by the department on production ofonly original cash receipts). (Payments will be made on production of original Municipal dumping ground Tax receipts), the agency shall also submit pre & post photograph in soft/hard copy.
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