Rd road Buchukpada to Haradapada Road
CE RW I / RW-CIRCLE-SUNDARGARH · Sundergarh, Odisha · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.0Cr
- EMD: ₹2.0L
- Published: 21 Sep 2026
- Closing date: 09 Oct 2026
- Status: open
- Office: Chief Construction Engineer, Rural Works Circle, Sundargarh
Description
Construction and repair works for the road from Buchukpada to Haradapada, including earthwork, paving, structures, signage, and maintenance activities as detailed in the tender document.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (95)
- 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 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. — Qty: 12000 sqm
- Dismantling of existing structures like Culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 — Qty: 0.01 cum
- Concrete Items — Qty: 154.58 cum
- Construction of embankment with approved materials deposited at site from Borrow Pit and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). — Qty: 0.01 cum
- With mechanical lead upto 1000m — Qty: 7972.96 cum
- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge. — Qty: 1035.82 cum
- Fine dressing and turfing with one extra lead of 50m and 1.5m one extra lift as per Sepification and direction of Engineer-in-charge. — Qty: 2977.82 sqm
- 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) — Qty: 1496.45 cum
- Providing, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to achieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) — Qty: 923.74 cum
- Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface & spraying primer at the rate of 0.60kg/sqm using mechanical means including all cost, carriage, royalty, taxes of materials etc. — Qty: 6158.25 sqm
- Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg/sqm including all cost, carriage, royalty, taxes of materials etc. — Qty: 6158.25 sqm
- Providin & laying Semi Dense Bituminous Concret 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 site, laying with a hydrostatic paver finisher with sensor control to the required grade, level & alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) as per the Direction of Engineer in Charge. — Qty: 0.01 cum
- SDBC Grading -II — Qty: 158.48 cum
- Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. — Qty: 183.09 cum
- Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (PCC grade M15) — Qty: 0.01 cum
- Foundation — Qty: 142.61 cum
- Substructure — Qty: 607.61 cum
- Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. — Qty: 0.01 cum
- PCC M 30 — Qty: 232.7 cum
- Earth work in excavation of foundation in hard soil within the initial lead & lift including dressing & levelling the bed & depositing the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. — Qty: 945.43 cum
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