Tender For Nuagam Jn. To Kurulei Via. Dhumuchai Road_Road_Renewal Coat Of Sdbc With Wmm Profile Correction And Reinforced Cement Concrete Retaining Wall_0.200 To 2.535 0.020 To 0.070
Tender Value
45.37 Lakhs
Estimated cost
Bid Submission
24 Sep 2026
1 days left
EMD
45380
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganjam → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Nuagam Jn. To Kurulei Via. Dhumuchai Road_Road_Renewal Coat Of Sdbc With Wmm Profile Correction And Reinforced Cement Concrete Retaining Wall_0.200 To 2.535 0.020 To 0.070
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild 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. |
| 2 | 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. |
| 3 | 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. |
| 4 | Providing , laying, spreading and compacting stone aggregates using IRC Gr-III size granite metal to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonne in stages to proper grade and camber, applying and brooming requsite type of screening / blinding materials as crusher dust to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 5 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface of granular base including clearing of road surface and spraying primer at the rate of 06 Kg/sqm using mechanical clause 502 of MOSRT & H specifications for raod and bridge works(4th. revision) |
| 6 | Providing and applying tack coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface of granular base including clearing of road surface and spraying primer at the rate of 0.6 Kg/sqm using mechanical clause 502 of MOSRT & H specifications for raod and bridge works(4th. revision) Over granular Base (3kg/10sqmt) |
| 7 | Over BT Surface (2 Kg/10 Sqmt) |
| 8 | Providing Surface dressing with 12 Kg penetration grdae of bitumen and 0.15 cum of 19mm nominal size chips per sqm and rolling with PRR including hire and running charges of PRR but excluding cost and conveyance of chips. (To be used for minor repair works Unit= Sqm) |
| 9 | 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 |
| 10 | Maintenance of KM stone & 200 Mtr. Stone |
| 11 | Maintenance of road sinage |
| 12 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge. KM stone |
| 13 | 200 mtr stone |
| 14 | Supplying and fixing 15 cm dia 1.00 m long guard post of RCC M20 using 3.5 kg. of steel for each guard post with 20 mm down graded granite chips including cost of all materials, reinforcement, centering, shuttering and watering etc. complete. |
| 15 | 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 0.3 m. in depth asper direction of the Engineer-in-charge(Cutting excluding royality) |
| 16 | Filling foundation and plinth with sand and well watered &rammedetc . Complete including cost of sand . |
| 17 | Providing and suppling PCC M15 in foundation and trenches as per drawing. |
| 18 | Sub Structure |
| 19 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. |
| 20 | Providing weep holes in wing wall/ return wall/ Abutment with 100mm dia AC pipes with slope of 1V:20H towards drawing face including hoisting, laying, all cost, conveyance, royality etc. complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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