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Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
27 Aug 2026, 3:00 pm4d left
EE,NPD-4,DDA
EE,NPD-4,DDA
Repair of 12M R/W, 13.5M R/W and 18M R/W roads around Pkt-1, 2, 5, 6 and 7, Sector A-10 Narela under the jurisdiction of NPD-4.(Balanced work)
2026_DDA_922491_1
30/EE/NPD-4/DDA/2026-27
Open Tender
Civil Works
Works
90 days
NARELA
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹2.1 L
17 Aug 2026
17 Aug 2026
28 Aug 2026
17 Aug 2026
27 Aug 2026
17 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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). | 1 | sqm | 7 | ₹6.99 |
| 2 | Supplying and stacking at site.
53 mm to 22.4 mm size stone aggregate | - | Cum | 1,842.3 | - |
| 3 | Supplying and stacking at site.
Stone screening 11.2 mm nominal size (Type B | 1 | Cum | 2,247.75 | ₹2,245.5 |
| 4 | Supplying and stacking at site.:Good earth | - | Cum | 775.5 | - |
| 5 | Supplying and stacking at site.:Moorum | - | Cum | 768.25 | - |
| 6 | 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 . | 1 | Cum | 1,046.95 | ₹1,045.9 |
| 7 | 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. | - | cum | 8,505.65 | - |
| 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. | 1 | cum | 12,126.2 | ₹12,114.07 |
| 9 | Providing and applying tack coat using bitumen emulsion conforming
to IS:8887, using emulsion pressure distributer including preparing the
surface & cleaning with mechanical broom.
a)With medium setting bitumen emulsion
i) On W.B.M / W.M.M. @ 0.4kg/sqm | - | sqm | 21.2 | - |
| 10 | Providing and applying tack coat using bitumen emulsion conforming
to IS:8887, using emulsion pressure distributer including preparing the
surface & cleaning with mechanical broom.
A)With medium setting bitumen emulsion
i) On bituminous surface @ 0.25kg/sqm | - | sqm | 14.05 | - |
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BOQ_969388.xls
BOQ • 0.30 MB
NIT30.pdf
Tender Documents • 3.00 MB
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