The Irrigation Public Health Department Himachal Pradesh has published a tender for "Restoration of rain damages to Source level Augmentation of various LWSS schemes under Jal Shakti Division Ghumarwin in Ghumarwin Distt. Bilaspur SH CO Anchor Block at various location under PDNA" on the 30 Mar 2026. This tender belongs to Road Restoration category. This tender is published in Bilaspur HP, Himachal Pradesh location. The vendors interested in this tender and related Road Restoration 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.
Related alert: road Tenders | road and drain Tenders | all civil works Tenders
Related categories: CC Road Tenders | Bus Bay Tenders | Crash Barrier Repair Tenders |
Irrigation Public Health Department Himachal Pradesh issued 4 tenders for Road Restoration last year
With, 6 floated just last month.
| Tender Title | Restoration of rain damages to Source level Augmentation of various LWSS schemes under Jal Shakti Division Ghumarwin in Ghumarwin Distt. Bilaspur SH CO Anchor Block at various location under PDNA |
|---|---|
| Tender Description | excavation in foundations & trenches etc.in earth work in all kinds of soil such aspick work,jumper work,blasting work &chiselling work (where blasting work is prohibited),lift upto 1.50 mts. stacking the excavated soil not more than 3.00 mts.clear from the edge of excavation & then returning the stacked soil in 15 cms layers,when required into plinth,sides of foundation etc. consolidating each deposi-trd layers by ramming & watering and then disposing of all surplus excavated earth as directed within a lead of 20 mts. p/l c.concr.1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) & curing complete in foundation & plinth. providing form work with steel plates 3.15mm thick welded with angle iron in frames30 x30 x 5 mm so as to give a fair finish i/c centring,shuttering,strutting & propping etc. with wooden battens & ballies, height of propping & centring below supporting floor to ceiling not exceeding 4 mts. &removal of the same for in situ-reinforced concrete & plai |
| Comments | excavation in foundations & trenches etc.in earth work in all kinds of soil such aspick work,jumper work,blasting work &chiselling work (where blasting work is prohibited),lift upto 1.50 mts. stacking the excavated soil not more than 3.00 mts.clear from the edge of excavation & then returning the stacked soil in 15 cms layers,when required into plinth,sides of foundation etc. consolidating each deposi-trd layers by ramming & watering and then disposing of all surplus excavated earth as directed within a lead of 20 mts. p/l c.concr.1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) & curing complete in foundation & plinth. providing form work with steel plates 3.15mm thick welded with angle iron in frames30 x30 x 5 mm so as to give a fair finish i/c centring,shuttering,strutting & propping etc. with wooden battens & ballies, height of propping & centring below supporting floor to ceiling not exceeding 4 mts. &removal of the same for in situ-reinforced concrete & plai |
| Published Date | |
|---|---|
| Due Date | 08 Apr 2026 00:00:00 |
| Estimated Value | 0.0 |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |