Tender For special repair To Sh-1 To Datpaju Road Such As Sdbc ,Retaining Wall From Ch.0/000 To 3/280 & 0/500 To 0/800 Km For The Year 2026-27
Tender Value
55.08 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
5 days left
EMD
55100
Bank guarantee accepted
Document Fee
10000
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 Sh-1 To Datpaju Road Such As Sdbc ,Retaining Wall From Ch.0/000 To 3/280 & 0/500 To 0/800 Km For The Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass,bushes,shrubs,saplings and trees girth upto 300mm, 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 mtrs including removal & disposal of top organic soil not exceeding 150 mm in thickness including all labour, T & P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge. |
| 2 | Providing laying spreading and compacting stone aggregates of IRC Grade-III 53 mm to 22.40mm to WBM specification compacting to 75mm including spreading in uniform thickness, hand packing roling with three wheeled steel roller 8-10 tonne in stages to proper grade and camber applying and brooming requisite type of screeming/ binding materials to fill up the interstices of course aggregate, watering and compacting to the required density as per clause 404 of MoRST&H specification for Road and Bridge work (4th Revision) including cost of all materials, labour conveyance, Cess etc compelte as per direction of EIC |
| 3 | Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying @ 0.60 kg/sqm using mechanical means as per clause 502 of MoSRT&H etc. complete as per direction of the Engineer-in-Charge. |
| 4 | Providing & applying tack coat with Bitumen Emulsion using emulsion pressure distributor @ 0.30 Kg per Sqm on the prepared WBM/WMM surface and cleaned with mechnial broom as per technical specification Clause 503 of MoRD & as per direction of Engineer-in-Charge. |
| 5 | Providing & applying tack coat with Bitumen Emulsion using emulsion pressure distributor @ 0.20 Kg per Sqm on the prepared bituminous/granular surface and cleaned with mechnial broom as per technical specification Clause 503 of MoRD & as per direction of Engineer-in-Charge. |
| 6 | Providing & laying for surface dressing with 12Kg. Penetration grade of bitumen and 0.15 cum of 19mm nominal size chips per 10 sm and rolling with PRR including hire and running charges of PRR and including cost and conveyance of chips etc complete in all respect as per technical specification & as per direction of Engineer-in-Charge. |
| 7 | Providing and laying semi dense bituminous concrete of 13.2mm to 5.6mm crusher stone chipping and with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen,transporting the hot mix to work site,laying 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 508 of MoSRT&H Specification for road & Bridge works (4th Revision) with cost,conveyance, royality including cost of all labour,T & P articles including cost, conveyance, royality, DMF (10% over Royality), EMF (5% over Royality), Addl Charges, Cess, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge. |
| 8 | Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by mechanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 & clause 305 of MOSRT & H specification including royalty charges and cost of all materials labour charges,machineries, T & P cess etc required for the work complete as per direction of E.I.C |
| 9 | Providing and fixing of typical Informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per the direction of the Engineer in charge |
| 10 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 Technical Specification Clause 1701 of MoRD. and as per the direction of the Engineer in charge. |
| 11 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge |
| 12 | Supplying and fixing of measurement stones of R.C.C. M-15 grade including painting, lettering in accordance with the specifications and as approved by the engineer and as per direction of Engineer-In-Charge and as per clause 1703 of MoRD. Ordinary Km Stone |
| 13 | 200Mtr stone |
| 14 | Supplying and fixing 15cm dia 1.00m long guard post of RCC M20 using 3.5 kg of steel for each guard post with 20mm down graded granite chips including cost of all materials, reinforcement, centering, shuttering and watering etc. complete as per direction of Engineer in charge |
| 15 | 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 |
| 16 | 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) |
| 17 | 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 |
| 18 | Sub-Structure |
| 19 | 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 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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