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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualify |
| 2 | Accepted-Technical | Accepted-Technical Technically Qualify |
Tender Value
₹2.3 Cr
EMD Value
₹2.3 L
Closing Date
29 Apr 2026, 4:00 pmClosed
The Executive Engineer
Office of the Executive Engineer, National Highway Division, Plot No. 1, Ward No.3-B,Tagore Road, Adipur - Kutch.
Reconstruction of minor Bridge at ch. Km. 166/400 of NH-41 in the state of Gujarat.
2026_MoRTH_905963_1
06 SBD of 2025-26(5th Attempt)
Open Tender
Civil Works - Bridges
Works
300 days
Mandvi -Naliya Road
Please Refer SBD
2 documents required · 2 mandatory
₹3,600
BharatKosh
₹2.3 L
8 May 2026
21 Apr 2026
30 Apr 2026
21 Apr 2026
29 Apr 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1General Items | |||||
| 1.01 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure By Mechanical Means and stacking the serviceable material with all lifts and lead of 1000 metres) By Mechanical Means. | - | Cum | - | - |
| 2Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) | |||||
| 3Marking out centre line of the bridge and various other component structure and complete lining out and levelling with theodolites, levels including pillers for lines and levels and establishing necessary bench marks etc. complete as directed. | |||||
| 4Providing flood gauge marks on foundation/substructure as per design including painting as per specifications and as may be directed etc. complete. | |||||
| 5Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of Nost less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | |||||
| 6Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (Sany material) | |||||
| 7Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | |||||
| 8FOUNDATION | |||||
| 8.01 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling with approves materials.(a) Ordinary Soil | - | - | - | - |
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BOQ_952261.xls
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SBD5th.pdf
Tender Documents • 3.15 MB
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