Delhi Development Authority Tender

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Delhi Development Authority - DDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date28 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 1,44,85,265 
Notes
Download

Costs

Summary

M/o Various Colonies Under Nazul A/c-ii,dwarka Zone.

Description

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Documents
Repair/ Maintenance of internal road at Loknayakpuram (Bakkarwala).
Repair/ Maintenance of internal road at Loknayakpuram (Bakkarwala).
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: a) 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

312

6518

2033803

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: a) 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

20

7878

157570

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Earth work in surface excavation not exceeding 15 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

3849

64

249800

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Supplying and stacking at site. A) 63 mm to 45 mm size stone aggregate

275

1636

449914

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Supplying and stacking at site. A) 53 mm to 22.4 mm size stone aggregate

275

1842

506633

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Supplying and stacking at site. A) Stone screening 11.2 mm nominal size (Type B)

120

2247

269730

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Supplying and stacking at site. A) Moorum

27

768

20743

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Supplying and stacking at site. A) Good earth

27

775

20939

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .

442

1046

462752

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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).

4176

7

29232

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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. With rapid setting bitumen emulsion a) On bituminous surface @ 0.25kg/sqm

7120

9

65504

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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. With rapid setting bitumen emulsion a) On W.B.M / W.M.M. @ 0.4kg/sqm

2944

13

39597

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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface 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. a) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

273

8505

2322042

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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. a) 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

285

12126

3455967

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Providing and applying 2.5 mm thick road marking strips (retro- reflective) 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.

234

747

174985

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Carriage of malba to C&D waste plant including loading & unloading lead upto 1 km from site to C&D waste plant (Rate is inclusive of processing charges at C&D waste plant. Nothing extra shall be paid on any account).

175

863

151034

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

594

263

156786

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GST Correction factor except on Item 19 @ 0.973=Rs 14067763.00

1

386179

-386179

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Add Cost Index 3% except Item 19= Rs 417502

1

417502

417502



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