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K-Ii Head ( Deposit Work ) . Sh- Restoration Of Shankar Road For The Cutting Done By Dtl Under The Jurisdiction Of Udyan Marg Service Centre Nit No . 61/Ee ( R-V ) /2020-21, New Delhi-Delhi

New Delhi Municipal Council-NDMC has published K-Ii Head ( Deposit Work ) . Sh- Restoration Of Shankar Road For The Cutting Done By Dtl Under The Jurisdiction Of Udyan Marg Service Centre Nit No . 61/Ee ( R-V ) /2020-21. Submission Date for this Tender is 28-06-2021. Road Work Tenders in New Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

28221448
K-Ii Head ( Deposit Work ) . Sh- Restoration Of Shankar Road For The Cutting Done By Dtl Under The Jurisdiction Of Udyan Marg Service Centre Nit No . 61/Ee ( R-V ) /2020-21
Open Tender
Indian
Delhi
New Delhi
28-06-2021

Tender Details

K-Ii Head ( Deposit Work ) . Sh- Restoration Of Shankar Road For The Cutting Done By Dtl Under The Jurisdiction Of Udyan Marg Service Centre Nit No . 61/Ee ( R-V ) /2020-21

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BOQ Items

Name of Work: K-II head (Deposit Work) SH:- Restoration of Shankar road for the cutting done by DTL under Udyan Marg road Service Centre.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation by mechanical means ( Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.50metre in width or 10square metre on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m All kind of soil BI01010001010000000000000515BI0100001113 1251 Cubic Metre
2 2 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity 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 re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. BI01010001010000000000000515BI0100001114 2406 Square Metre
3 3 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. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 BI01010001010000000000000515BI0100001115 481 Cubic Metre
4 4 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\ndirections of Engineer-in-Charge. BI01010001010000000000000515BI0100001116 481 Cubic Metre
5 5 Providing 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 On W.B.M / W.M.M. @ 0.4kg/sqm BI01010001010000000000000515BI0100001117 2406 Square Metre
6 6 Providing 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 On bituminous surface @ 0.25kg/sqm BI01010001010000000000000515BI0100001118 2406 Square Metre
7 7 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.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. BI01010001010000000000000515BI0100001119 417 Matric Ton
8 8 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. 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. BI01010001010000000000000515BI0100001120 284 Matric Ton
9 9 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. BI01010001010000000000000515BI0100001121 236 Square Metre
10 10 Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting and unloading the same at any C & D waste management site within 25 Kms lead i.e. Shastri Park/Burari/Mundka 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 plants. The processing fee of C & D management at prescribed rates will be deposited by the agency and the same shall be reimbursed by the department on production of only original cash receipts. BI01010001010000000000000515BI0100001122 1251 Cubic Metre
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