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Tender Value
₹6.3 Cr
EMD Value
₹12.5 L
Closing Date
22 Sept 2026, 3:00 pm
PD, PMU, BIIU, ADB, PWD, Dehradun
Project Director, Project Management Unit (PMU), Bridge Improvement in Uttarakhand (BIIU), ADB, Public Works Department (PWD), Dehradun
Construction of 20m 2-Lane RCC T Beam Motor Bridge at Km70, 30m 2-Lane PSC Girder Motor Bridge at Km72 and 20m 2-Lane Steel Plate Girder Motor Bridge at Km90 of Tehri Hindolakhal Devprayag Vyasghat Bilkhet motor road (SH-49) in District Pauri.
2026_BIIU0_99244_1
579/02BIIU/PMU/2026_22
Open Tender
Civil Works - Bridges
Item Rate
545 days
Pauri
Please refer Tender documents.
3 documents required · 3 mandatory
₹599
Project Director, PMU, BIIU, ADB, PWD
₹12.5 L
Dehradun
22 Aug 2026
22 Aug 2026
22 Sept 2026
22 Aug 2026
22 Sept 2026
9 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.5 | Construction of 30 m Span double lane PSC Girder Motor Bridge at Km 72 of SH-49 (Bridge ID 1742) | - | - | - | - |
| 1Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. | |||||
| 2Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | |||||
| 3Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. For 900 mm equilateral triangle. | |||||
| 4Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. | |||||
| 4.1 | For 600 mm circular. | - | No. | - | - |
| 4.2 | 800 mm x 600 mm rectangular | - | No. | - | - |
| 5 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Cl ause 303.1. | 1 | Cum | - | - |
| 6 | Construction of Embankment with Material Obtained from Borrow with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1 | Cum | - | - |
| 7By Mix in Place Method Construction of granular sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material. | |||||
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details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 2.91 MB
Bid_Document_Vol_1_Pkg_22.pdf
Tender Documents • 1.52 MB
Bid_Document_Vol_2_Pkg_22.pdf
Tender Documents • 4.03 MB
BOQ_117040.xls
BOQ • 0.41 MB
drawing_bridge_id_1740.pdf
Additional Documents • 4.81 MB
Geological_report_bridge_id_1740.pdf
Additional Documents • 0.77 MB
geotech_bridge_id_1740.pdf
Additional Documents • 4.05 MB
Tropographical_bridge_id_1740.pdf
Additional Documents • 0.99 MB
Dwg_km_72_thdvb_mr.pdf
Additional Documents • 24.26 MB
Geotech_report_km_72.pdf
Additional Documents • 5.34 MB
Tropographical_bridge_id_1742.pdf
Additional Documents • 0.40 MB
Dwg_km_90_THDVB_MR.pdf
Additional Documents • 24.59 MB
Tropographical_bridge_id_1749.pdf
Additional Documents • 1.22 MB
Geological_bridge_id_1742.pdf
Additional Documents • 3.41 MB
Geological_report_bridge_id_1749.pdf
Additional Documents • 1.76 MB
Geotech_report_km_90.pdf
Additional Documents • 3.71 MB
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