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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Finance | ₹8.3 L | L1 | Admitted-Finance |
Tender Value
₹8.4 L
EMD Value
₹84,327
Closing Date
24 Feb 2026, 12:00 pmClosed
CHIEF ENGINEER
NAGAR NIGAM AGRA
Road improvement work using hot mix from Dr. Girraj residence to the railway gate in Sonth Ki Mandi, Block No. 79, Hariparvat Zone.
2026_DOLBU_1116118_1
03-02-2026/NAGAR NIGAM AGRA/24-02-2026/78
Open Tender
Construction Works
90 days
AGRA
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NAGAR NIGAM
₹84,327
7 Mar 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
Providing, laying, spreading and compacting graded stone aggregate of approved quarry to wet mix macadam (WMM)specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per MORT&H clause 406 and as directed by Engineer In-charge including all machinery charges & including all labour, T&P etc. required for proper completion of the work as per MORT&H specification 406.
Providing and applying tack coat with bitumen BG-10 using pressure distributor at the of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous bider @ 3.00 to 3.50 percent by weight of total mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause 507 complete in all respects.
Providing and laying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous bider @ 4.50 to 5.00 percent by weight of total mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause 508 complete in all respects.
Providing and laying hot applied thermo plastic compound 2.5 mm thick including refletrorising glass beads @250 gm/sqm. Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per I.R.C. 35. The finish surface to be level, uniform and free from steaks and holes. Composition of thermo plastic material shall be as per table 800–3 of clause 803 of MORTH including cost of work as direction E/IC.
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