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Tender Value
₹9.6 Cr
EMD Value
₹19.1 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 24m 2-Lane RCC Motor Bridge in Km34, 20m 2-Lane RCC Motor Bridge in Km33, 26m 2-Lane Steel Girder Motor Bridge in Km 33,15m 2-Lane RCC Motor Bridge in Km5 and 18m 2-Lane RCC Motor Bridge in Km2 of SH-2 in District Pauri.
2026_BIIU0_99220_1
579/02BIIU/PMU/2026_16
Open Tender
Civil Works - Bridges
Item Rate
545 days
Pabo
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Project Director PMU BIIU ADB PWD
₹19.1 L
Dehradun
21 Aug 2026
21 Aug 2026
22 Sept 2026
21 Aug 2026
22 Sept 2026
9 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.5 | Construction of 24 m Span Double lane Class 'A' RCC Motor Bridge at Km 34 of SH-02 (Bridge ID 2181) | - | - | - | - |
| 1 | Excavation in Hilly areas in all types of soil & Rock by mechanical means (not requiring blasting) including cutting and trimming of side slopes and disposal of excavated material with all lead and lift as per Technical Specifications Clause 1603.1 | 1 | Job | - | - |
| 2 | Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth | 85.25 | Cum | - | - |
| 3 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) | 25.56 | Cum | - | - |
| 4 | Random 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 royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 199.78 | Cum | - | - |
| 5 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | 6.56 | Cum | - | - |
| 6 | Hand 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) | 105.6 | Cum | - | - |
| 7 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 155.68 | Rmt | - | - |
| 8 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 136.94 | cum | - | - |
| 9 | Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) | 173 | Rmt | - | - |
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details.html
html • 0.06 MB
Tendernotice_1.pdf
PDF • 2.91 MB
Bid_Document_Vol_2_Pkg_16.pdf
Tender Documents • 4.50 MB
BOQ_117008.xls
BOQ • 0.49 MB
Drawing_Bridgeid_2180.pdf
Additional Documents • 8.46 MB
drawing_bridgeid_2181.pdf
Tender Documents • 20.22 MB
drawing_bridgeid_2182.pdf
Additional Documents • 23.89 MB
Drawing_bridgeid_3522.pdf
Additional Documents • 17.58 MB
drawing_bridgeid_3523.pdf
Additional Documents • 6.35 MB
geotechnical_BridgeID_2180.pdf
Additional Documents • 4.58 MB
Geotechnical_BridgeID_2181.pdf
Additional Documents • 5.21 MB
Geotechnical_BridgeID_2182.pdf
Additional Documents • 6.70 MB
Geotechnical_BridgeID_3522.pdf
Additional Documents • 4.99 MB
geotechnical_bridgeID_3523.pdf
Additional Documents • 6.45 MB
Geological_bridgeid_2180.pdf
Additional Documents • 4.48 MB
geological_bridgeid_3523.pdf
Additional Documents • 2.32 MB
geological_bridgeid_2182.pdf
Additional Documents • 1.85 MB
geological_bridgeid_3522.pdf
Additional Documents • 3.57 MB
geological_bridgeid_2181.pdf
Additional Documents • 9.35 MB
tropographical_2181.pdf
Additional Documents • 3.17 MB
tropographical_bridgeid_2182.pdf
Additional Documents • 0.48 MB
tropographical_bridgeid_3522.pdf
Additional Documents • 0.62 MB
Tropographical_Bridgeid_2180.pdf
Additional Documents • 0.57 MB
tropographical_bridgeid_3523.pdf
Additional Documents • 0.37 MB
Bid_Document_Vol_1_Pkg_16.pdf
Tender Documents • 1.53 MB
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