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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 CrAccepted-AOC | L1 | Accepted-AOC Agreement done by the agency | |
| 2 | L2₹8.1 CrSame as L1Rejected-Finance AT WARD NO 02 DHARMAGARH P O DHARMAGARH DIST KALAHANDI | DHARMAGARH | KALAHANDI | ODISHA | L2 | Rejected-Finance Lost By transparent Lottery system | |
| 3 | L2₹8.1 CrSame as L1Rejected-Finance | L2 | Rejected-Finance Lost By transparent Lottery system | |
| 4 | L2₹8.1 CrSame as L1Rejected-Finance | L2 | Rejected-Finance Lost By transparent Lottery system | |
| 5 | L2₹8.1 CrSame as L1Rejected-Finance AT LATHOR NEAR SHIV TEMPLE PO HARISANKAR ROAD BLOCK KHAPRAKHOL PS LATHOR DIST BALANGIR PIN 767038 ODISHA | LATHOR | BALANGIR | ODISHA | 767038 | L2 | Rejected-Finance Lost By transparent Lottery system |
Tender Value
₹9.5 Cr
EMD Value
₹9.5 L
Closing Date
9 Dec 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CCE R and B CIRCLE BALANGIR
office of the CCE R and B CIRCLE BALANGIR
Road work
2024_EICCL_107486_1
CCE (R and B) BGR-04-2024-25
National Competitive Bid
Civil Works - Roads
Percentage
270 days
kantabanji
Please refer tender documents
4 documents required · 4 mandatory
₹10,000
₹9.5 L
Yes
14 Nov 2025
25 Nov 2024
10 Dec 2024
25 Nov 2024
9 Dec 2024
25 Nov 2024
25 Nov 2024 - 3 Dec 2024
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 material to be used. | 43,088.8 | Sqm | 8.27 | ₹3,56,344.38 |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers. | 10,980.32 | Cum | 74.72 | ₹8,20,449.51 |
| 3 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density. | 2,854.49 | Cum | 36 | ₹1,02,761.64 |
| 4 | Construction of granular sub-base by providing of grading-VI ( close graded GR-II) material, 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 required CBR. | 7,671.36 | Cum | 1,814.38 | ₹1,39,18,762.16 |
| 5 | 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. | 6,009.39 | Cum | 2,188.5 | ₹1,31,51,550.02 |
| 6 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 57,386.22 | Sqm | 36.93 | ₹21,19,273.1 |
| 7 | 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 means. | 57,386.22 | Sqm | 12.32 | ₹7,06,998.23 |
| 8 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared su. | 2,869.31 | Sqm | 7,286.09 | ₹2,09,06,050.9 |
| 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. | 1,434.66 | Cum | 9,283.97 | ₹1,33,19,340.4 |
| 10 | Construction of moorum shoulder with approved quarry with all Lead & Lift etc Complete | 717.92 | Cum | 961.68 | ₹6,90,409.31 |
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