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Updated dates
Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
19 Jun 2026, 4:00 pm5d left
Executive Engineer, N.H. Division, Aurangabad
As Per NIT
Construction of diversion (length 685m) due to damaged H.L. Bridge (9x25m) over Batane River in Km. 141.00 of NH-139 for the year 2026-27.
2026_MoRTH_911831_1
SBD-03/Diversion of 2026-27
Open Tender
Civil Works
90 days
NH-139
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
As Per NIT
₹9.2 L
As Per NIT
6 Jun 2026
6 Jun 2026
20 Jun 2026
6 Jun 2026
19 Jun 2026
6 Jun 2026
6 Jun 2026 - 16 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Case-I Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. (Approach Hariharganj Side) | 1,875 | Cum. | 1 | ₹1,875 | item2 |
| 2 | Case-II Compacting Original ground supporting embankment Loosening, leveling and compacting orinal ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for emabakment construction. (Approach Aurangabad Side) | 450 | Cum. | 1 | ₹450 | item3 |
| 3 | Construction of Embankment with approved material obtained from Borrow pits 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. | 2,025 | Cum. | 1 | ₹2,025 | item4 |
| 4 | 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 and backfilling with approved material. (I) B(i) Mechanical Means( Depth upto 3 m ) | 539 | Cum. | 1 | ₹539 | item5 |
| 5 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 44 | Cum. | 1 | ₹44 | item6 |
| 6 | Plain/Reinforced Cement Concrete in Open Foundation Complete as per Drawing and Technical Specifications. PCC Grade M15 PCC Grade M15 using batching plant , transit mixer & manual placing | 66 | Cum. | 1 | ₹66 | item7 |
| 7 | Plain Reinforced Cement Concrete in Open Foundation Complete as per Drawing and Technical Specifications. PCC Grade M20 using batching plant , transit mixer & Concrete pump | 1,171.89 | Cum. | 1 | ₹1,171.89 | item8 |
| 8 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 2,931.45 | Cum. | 1 | ₹2,931.45 | item9 |
| 9 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Refer diagram annexed = 2 x 53 nos x 5 nos x 2.5m = 1325m | 1,325 | M | 1 | ₹1,325 | item10 |
| 10 | Construction of granular sub-base using crusher run ,spreading in uniform layers with mator grader on prepared surface ,mixing by mix in place method with rotovator at OMC, and compating with vibratory roller to achieve the desired density, complete as per clause 401 | 708.11 | Cum. | 1 | ₹708.11 | item211 |
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details.html
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Tendernotice_1.pdf
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Technical Doc_1st corrigendum .pdf
Tender Documents • 0.55 MB
Technical Doc_DiversionDrawing.pdf
Tender Documents • 1.66 MB
Technical Doc_NIT.pdf
Tender Documents • 0.57 MB
Technical Doc_SBDPart1.pdf
Tender Documents • 1.37 MB
Technical Doc_SBDPart2.pdf
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BOQ_958304.xls
BOQ • 0.24 MB
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