Tender For Construction Of Diversion (Length-685M) Due To Damaged H.L. Bridge (9X25 M) Over Batane River In Km 141.00 Of Nh-139 For The Year 2026-27 Under Nh Division, Aurangabad.
Tender Value
4.59 Crore
Estimated cost
Bid Submission
31 Jul 2026
6 days left
EMD
9.20 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aurangabad → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Diversion (Length-685M) Due To Damaged H.L. Bridge (9X25 M) Over Batane River In Km 141.00 Of Nh-139 For The Year 2026-27 Under Nh Division, Aurangabad.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 12-Jun-2026 | Date Corrigendum | Date | 19-Jun-2026 |
| 2 | 19-Jun-2026 | Date Corrigendum 3rd | Date | 03-Jul-2026 |
| 3 | 12-Jun-2026 | Date Corrigendum2 | Date | 19-Jun-2026 |
| 4 | 12-Jun-2026 | Date Corrigendum | Date | 19-Jun-2026 |
| 5 | 03-Jul-2026 | Corrigendum IV | Date | 17-Jul-2026 |
| 6 | 17-Jul-2026 | Corrigendum V | Date | 31-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 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) |
| 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) |
| 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. |
| 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 ) |
| 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. |
| 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 |
| 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 |
| 8 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 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 |
| 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 |
| 11 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 12 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 13 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 14 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 15 | Dense graded Bituminous Macadam Grading-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. |
| 16 | Bituminous concrete Grading- II Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. |
| 17 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders 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. |
| 18 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 19, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 03, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 19, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 19, 2026
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 17, 2026
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 31, 2026
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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