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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-Finance | ₹1.8 Cr | L1 | Accepted-Finance Found as L1 |
| 2 | L2₹2.3 Cr+₹50.0 L (28.2%)Rejected-Finance | ₹2.3 Cr+₹50.0 L (28.2%) | L2 | Rejected-Finance Not found as L1 |
| 3 | L2₹2.3 Cr+₹50.0 L (28.2%)Rejected-Finance | ₹2.3 Cr+₹50.0 L (28.2%) | L2 | Rejected-Finance Not found as L1 |
| 4 | L2₹2.3 Cr+₹50.0 L (28.2%)Rejected-Finance | ₹2.3 Cr+₹50.0 L (28.2%) | L2 | Rejected-Finance Not found as L1 |
| 5 | L2₹2.3 Cr+₹50.0 L (28.2%)Rejected-Finance | ₹2.3 Cr+₹50.0 L (28.2%) | L2 | Rejected-Finance Not found as L1 |
Tender Value
₹2.3 Cr
EMD Value
₹2.3 L
Closing Date
7 Jul 2026, 5:30 pmClosed
Additional Chief Engineer,Angul Irrigation Circle,
Office of the Additional Chief Engineer,Angul Irrigation Circle,Matiasahi,Angul,759143
Improvement to Canal Service Road of Angul Main Canal from RD 0.00Km to 5.00Km of Derjang Irrigation Project.
2026_CEBBS_132400_1
ACEAIC- 02 /2026-27
Open Tender
Civil Works - Roads
Percentage
Angul
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
₹2.3 L
Yes
20 Aug 2026
23 Jun 2026
8 Jul 2026
23 Jun 2026
7 Jul 2026
23 Jun 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 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 materials to be used or auctioned, up to a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness with all cost of incidental charges , all labour, T&P and cess complete as per drawing, specification,direction of the Engineer-in-charge. | 14,457.5 | One Sqm | 8.6 | ₹1,24,334.5 |
| - | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials with all leads and lifts including hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 4,110 | One Sqm | 6.1 | ₹25,071 |
| - | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete including cost, conveyance, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 1,656 | One Cum | 65.5 | ₹1,08,468 |
| - | Construction of granular Sub-base by providing close graded Granular sub-base Grading-III material as per table 400-1, spreading in unifrom 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 MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 1,104.86 | One Cum | 1,865.7 | ₹20,61,337.3 |
| - | Providing, laying, spreading and compacting stone aggregates of IRC- Grade-II (63 mm to 45 mm size ) to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 8-10Tonnes Vibratory rollers in stages to proper grade & camber, applying & brooming requisite type of screening / binding material to fill of the interstices of coarse aggregate, including turf edging, watering, compacting to required density as per clause 404 of MORT&H specification for road & bridge work ( 4th Revision) with cost, conveyance, royalty, taxes of all materials, hire & running charges of machineries, and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 776.86 | One Cum | 3,077.4 | ₹23,90,708.96 |
| - | Providing, laying, spreading and compacting stone aggregates of IRC- Grade-III (53 mm to 22.40 mm size ) to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 8-10Tonnes Vibratory rollers in stages to proper grade & camber, applying & brooming requisite type of screening / binding material to fill of the interstices of coarse aggregate, including turf edging, watering, compacting to required density as per clause 404 of MORT&H specification for road & bridge work ( 4th Revision) with cost, conveyance, royalty, taxes of all materials, hire & running charges of machineries, and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 1,091.28 | One Cum | 3,130.3 | ₹34,16,033.78 |
| - | Providing & applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.60Kg/sqm using mechanical means as per Clause 502 of MoRT&H Specifications for road & Bridge works (4th. Revision) including cost, conveyance, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 14,550.3 | One Sqm | 53 | ₹7,71,165.9 |
| - | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per Clause 503 of MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 14,550.3 | One Sqm | 26.4 | ₹3,84,127.92 |
| - | Providing and laying bituminous macadam Grade-II with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepaired surface 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 Clause 504 of MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 727.52 | One Cum | 10,078.8 | ₹73,32,528.58 |
| - | Providing and laying semi dense bituminous concrete Grade-II 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, royalty, taxes of all materials, hire and running charges of machinaries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 363.76 | One Cum | 13,562.7 | ₹49,33,567.75 |
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