Tender For special repair To Gochhapada To Tanasu Road Such As Sdbc & Retaning Wall From Ch.0/000 To 0/900 & 0/300 To 0/400Km For The Year 2026-27
Tender Value
16.95 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
3 days left
EMD
17000
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kandhamal → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special repair To Gochhapada To Tanasu Road Such As Sdbc & Retaning Wall From Ch.0/000 To 0/900 & 0/300 To 0/400Km For The Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of 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 as per MORD technical specification cluase 201.1. & direction of Engineer-in-charge (by manual means). |
| 2 | Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 by mechanical means as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. |
| 3 | Providing, laying, spreading and compacting stone aggregates using IRC Gr-II sizes Granitemetal to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-10 tonne in stages to proper grade and camber , applying and brooming, sand & moorum admixture to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by Mechanical means and as per direction of Engineer-In-Charge. |
| 4 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface. and as per direction of Engineer-In-Charge. |
| 5 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge. |
| 6 | Over Granular Base |
| 7 | Over BT Surface |
| 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 & 200Mtr.stone |
| 11 | Clearing Vents of CD works & restoration of CD works |
| 12 | HPC (old & New) |
| 13 | RCC (old & New) |
| 14 | White Washing two coats |
| 15 | Providing and erecting direction and place identifications of semi reflective sign boards of size upto 0.90 Sqm. as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MORD technical Specification Clause 300,800,1700 as per direction of the Engineer in charge (Inter mediate Board) |
| 16 | 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 |
| 17 | Km Stone |
| 18 | 200Mtr Stone |
| 19 | Construction of guide posts of 250mm dia M 15 grade cast in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 as per direction of Engineer in charge. |
| 20 | Earthwork in excavatgion of foundation work in hard soil or gravelly soil within initial lead of 50m and initial lift of 1.5mtr including rough dressing and breaking clods to maximum 5cm to 7cm and laying layers not exceeding 0.30M in depth to proper profile with cost conveyance taxes of all materials royalty , DMF EMF & Addl. charges of royalty including cost of labour T&P etc complete as per direction of the Engineer-in-charge |
| 21 | Providing supplying filling in foundation and plinth with fine course sand in required thick layers free from organic and materials, well watered and rammed including all cost conveyance, royality ncluding cost, conveyance, royality, DMF (10% over Royality), EMF (5% over Royality), Addl Charges, taxes and all Labour, cess, T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-charge. (Measurement will be taken on finished compacted section only) |
| 22 | Providing and laying plain cement concrete of M-15 of controlled quality having a minimum compressive strength (in work test) of 150Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using hard crusher broken granite materials of 40mm size and down graded consistence with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalty, DMF (10% over Royality), EMF (5% over Royality), Addl Charges of roaylty and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. Open Foundation |
| 23 | Sub-Structure |
| 24 | Providing weep holes in Brick masonary/ Plain/ Reinforced concrete abutment, wing wall/ retaining wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards drawing foce complete as per drawing and Technical as per the direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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