Tender For Jogindrapur Charichhak To Jogindrapur _Road_Wmm, Bm, Sdbc_0.000 To 0.890
Tender Value
42.01 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
0 days left
EMD
42020
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Boudh → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Jogindrapur Charichhak To Jogindrapur _Road_Wmm, Bm, Sdbc_0.000 To 0.890
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Jul-2026 | Change date | Date | 30-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 back filling with approved material as per Specification & Technical Clause 304. |
| 2 | Sand Filling in Foundation Trenches as per Drawing Technical Specification Clause 305.3.9. |
| 3 | Providing P C.C. in foundation upto 1.5 m below bed level with nominal size H.G. metal in openfoundation including laying in position cost, conveyance, T P articles as per MORD Specification and direction of E.I.C. |
| 4 | Providing P C.C. in sub-structure upto 1.5 m below bed level with nominal size H.G. metal in openfoundation including laying in position compacting by using vibrator including shuttering, cost, conveyance, T P articles as per MORD Specification and direction of E.I.C. |
| 5 | Laying Reinforced Cement Concrete Pipe NP3 Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per Technical Specification Clause 1100. |
| 6 | 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 etc. complete. |
| 7 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. |
| 8 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 kms spreading, grading to required slope and compacting to meet requirement. |
| 9 | Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. |
| 10 | Construction of granular sub-base by providing Close graded Granular sub-base Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT H Specifications for Road Bridge works (4th Revision) |
| 11 | 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 as per Clause 406 of MoSRT H Specifications for Road Bridge work |
| 12 | Providing and laying semi dense bituminous concrete with 100 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 4.5 to 5 per cent 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 MoRTH specification clause No. 508 complete in all respects |
| 13 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60 70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT H Specifications for Road Bridge works Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 18, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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