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Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
5 Sept 2026, 3:00 pm
Executive Engineer, PWD M-113(N), New Delhi-10
Executive Engineer, PWD M-113(N), New Delhi-10
AR and Mo various roads under PWD Division South West Road-I during 2026-27 (SH Patch repair work on Ring Road and NH 8 under Sub Division-II, New Delhi
2026_PWD_297611_1
29/SE/SWC/PWD/2026-27, 37/EE/SWR-1/PWD/2026-27.
Open Tender
Civil Works
Works
90 days
New Delhi
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹3.9 L
27 Aug 2026
27 Aug 2026
5 Sept 2026
27 Aug 2026
5 Sept 2026
27 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | |||||
| 1.1 | All kinds of soil | - | Cum | - | - |
| 2 | 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. | - | Cum | 1 | - |
| 3Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.(3.1) With medium setting bitumen emulsion | |||||
| 3.1 | (3.1.1) On W.B.M / W.M.M. @ 0.4kg/sqm | - | Sqm | 1 | - |
| 3.2 | (3.1.2) On bituminous surface @ 0.25kg/sqm. | - | Sqm | - | - |
| 4Providing 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. | |||||
| 4.1 | 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. | - | Cum | 1 | - |
| 5Providing 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 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. | |||||
| 5.1 | 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 | 1 | - |
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