The KPWD has published a tender for "Asphalting of NH-04 to Chikkamalligwad via IIT MDR from km 0.00 to km 2.70 in Dharwad taluk." on the 31 Mar 2026. This tender belongs to Road Relaying category. This tender is published in Dharwad, Karnataka location. The vendors interested in this tender and related Road Relaying tenders can obtain further details by exploring Tendersniper web portal. Tendersniper sends regular tender alerts by email specifically addressing the user requirements (i.e., keywords, location and value range). Government business is a growing area of opportunity. The businesses are encouraged to actively monitor tender opportunities and participate in them to grow their business.
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| Tender Title | Asphalting of NH-04 to Chikkamalligwad via IIT MDR from km 0.00 to km 2.70 in Dharwad taluk. |
|---|---|
| Tender Description | scarifying existing granular surface to a depth of 50 mm by mechanical means using hydraulic excavator. ref to mort&h : irc - 305.4.3;surface drains in soil - construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per technical specification clause 307. - mechanical means. ref to mort&h : irc - 307;construction of subgrade and earthen shoulders - construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required and compacted to meet requirement of table no. 300-2. ref to mort&h : irc - 305;wet mix macadam (plant mix method) - providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix p |
| Comments | scarifying existing granular surface to a depth of 50 mm by mechanical means using hydraulic excavator. ref to mort&h : irc - 305.4.3;surface drains in soil - construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per technical specification clause 307. - mechanical means. ref to mort&h : irc - 307;construction of subgrade and earthen shoulders - construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required and compacted to meet requirement of table no. 300-2. ref to mort&h : irc - 305;wet mix macadam (plant mix method) - providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix p |
| Published Date | |
|---|---|
| Due Date | 07 Apr 2026 00:00:00 |
| Estimated Value | 1.05 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |