Widening of various existing roads in Sector-16 and 17, Rohini under Sub Division NWR-22, Division NWR-2, during 2026-27

CE/SE/M3-M31 · Delhi · Civil Works & Infrastructure · open

Key facts

Tender value: ₹13.7Cr
EMD: ₹23.7L
Published: 24 Sep 2026
Closing date: 05 Oct 2026
Status: open
Ministry: Public Works Department
Office: EE PWD CRMD M-312

Description

Widening of roads in Sector-16 and 17, Rohini, Delhi, including earthwork, demolition, disposal, sub-grade preparation, kerb construction, granular sub-base, WMM, bituminous macadam, bituminous concrete, tack coat, and other related civil works.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Make in India (MII): No
MSE preference: No

Line items (14)

Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. — Qty: 5643 Cum
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). — Qty: 5643 Cum
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) — Qty: 3762 Cum
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. — Qty: 15048 Cum
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 earth with lead upto 50 metres. — Qty: 37621 Sqm
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. — Qty: 3762 Sqm
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-II (size range 53 mm to 0.075 mm ) having CBR Value-25 — Qty: 5643 Cum
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 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. — Qty: 5643 Cum
Modified estimated cost after using correction factor on DSR 2023 on account of GST @ 0.973 (Vide office memorandum issued from CPWD vide E-file No. 9158977 dated 08.08.2024)(vide 158/SE(TAS)/GST/2024/314-H Dated 03.10.2024 — Qty: 1 Each
Add Cost Index @ 4.03% — Qty: 1 Each
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. — Qty: 37621 Sqm
On bituminous surface @ 0.25kg/sqm. — Qty: 37621 Sqm
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 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. 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. — Qty: 2257 Cum
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 equipped 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) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. — Qty: 1505 Cum

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