The Chief Project Director IDP Solan Himachal Pradesh has published a tender for "Construction of Steel Trussed Foot Bridge over Shom Khad (Charwa to Jarwa near village-Kuthar) in GP-Manubhabia for the year 2025-26 under APO unit Nerwa" on the 24 Jan 2026. This tender belongs to Footbridge category. This tender is published in Shimla, Himachal Pradesh location. The vendors interested in this tender and related Footbridge 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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In Shimla district, Himachal Pradesh, a total of 30 Footbridge tenders have been published, with 25 tenders released last quarter.
| Tender Title | Construction of Steel Trussed Foot Bridge over Shom Khad (Charwa to Jarwa near village-Kuthar) in GP-Manubhabia for the year 2025-26 under APO unit Nerwa |
|---|---|
| Tender Description | 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 bottams, and lift upto 1.50 m,including getting out the excavted soil and disposal of surplus excavted soil as directed by engineer-in-charge: hard rock (blasting prohibited) ordinary rock p/l cement concrete 1:5:10 (1 cement:5 sand:10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. carriage of material in all lead and lifts p/l cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth. carriage of material in all lead and lifts p/l cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) in retaining walls, return wall, walls (any thickness ) i/c attached pilasters, columns, pires, abutments, |
| Comments | 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 bottams, and lift upto 1.50 m,including getting out the excavted soil and disposal of surplus excavted soil as directed by engineer-in-charge: hard rock (blasting prohibited) ordinary rock p/l cement concrete 1:5:10 (1 cement:5 sand:10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. carriage of material in all lead and lifts p/l cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth. carriage of material in all lead and lifts p/l cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) in retaining walls, return wall, walls (any thickness ) i/c attached pilasters, columns, pires, abutments, |
| Published Date | |
|---|---|
| Due Date | 03 Feb 2026 00:00:00 |
| Estimated Value | 9.98 Lakh |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |