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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical OK |
| 2 | Accepted-Technical | Accepted-Technical OK |
| 3 | Accepted-Technical | Accepted-Technical OK |
| 4 | Accepted-Technical AT DHAURAPALI PO RAJ KISHORENAGAR DIST ANGUL 759126 | RAJKISHORENAGAR | ANGUL | ODISHA | 759126 | Accepted-Technical OK |
| 5 | Accepted-Technical | Accepted-Technical OK |
Tender Value
₹63.0 L
EMD Value
₹63,100
Closing Date
14 Jul 2026, 5:00 pmClosed
Executive Engineer
RURAL WORKS DIVISION, ANGUL
PWD Road to Nuamanitri Road_Road_Renewal Coat with SDBC _0.000 to 5.000
2026_CERWI_135038_1
Online AGL-09
Open Tender
Civil Works - Roads
Percentage
90 days
Angul
2 documents required · 2 mandatory
₹10,000
₹63,100
Yes
27 Aug 2026
9 Jul 2026
15 Jul 2026
9 Jul 2026
14 Jul 2026
9 Jul 2026
9 Jul 2026 - 13 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means. | 7,617 | sqm | 2.86 | ₹21,802.9 |
| 2 | Labour fo scraping cleaning the road surface applying tack coat using 3.0 kg of bitumen for 10 sqm and laying 37.5 mm thick Built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size h.g metal and 12 kg penetration grade of bitumen for 10 sqm with 0.12 cum of 12 mm size hg chips as key stone for 10 sqm spreading over etc | 476.06 | sqm | 372.67 | ₹1,77,415.16 |
| 3 | Construction of granular sub base by providing close graded granular materials of Grading-III 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) with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge. | 212.63 | cum | 1,961.4 | ₹4,17,042.68 |
| 4 | 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 subbase/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 works (4th Revision). | 168.75 | cum | 2,841.9 | ₹4,79,570.63 |
| 5 | Providing applying primer coat with bitumen Emulsion [SS1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.60kg/sqm using mechanical means as per technical specification clause 502 | 1,125 | sqm | 60.86 | ₹68,467.5 |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) | 10,646.25 | sqm | 21.32 | ₹2,26,978.05 |
| 7 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen in addition of waste Plastic of above 10% by weight of B | 266.16 | cum | 14,183.57 | ₹37,75,098.49 |
| 8 | Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification clause 301.5 | 499.66 | cum | 288.5 | ₹1,44,153.06 |
| 9 | Earth work excavation in hard soil with in initial lead & lift including rough dressing and levelling, laying in layers with all labour, T&P, taxes and cess etc. complete as directed by the Engineer-in-charge. | 103.8 | cum | 282.89 | ₹29,363.53 |
| 10 | Providing and laying mannualy with sand in regular layers not exceeding 150mm thick including all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge | 17.3 | cum | 1,215.22 | ₹21,023.31 |
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