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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹60.0 CrAccepted-AOC FLAT NO 104 1ST FLOOR MALATI MANSION NILADRI VIHAR CHANDRASEKHARPUR BHUBANESWAR ODISHA PIN 751021 | KHORDHA | ODISHA | 751021 | L-1 | Accepted-AOC As per the rate quoted in the financial bid | |
| 2 | L-2₹63.6 Cr+₹3.5 Cr (5.86%)Rejected-Finance B 20 CHANDAKA INDUSTRIAL ESTATE PATIA BHUBANESWAR DIST KHURDHA | L-2 | Rejected-Finance As per the rate quoted in the financial bid | |
| 3 | L-3₹65.5 Cr+₹5.5 Cr (9.16%)Rejected-Finance HOLDING NO 554 KHAPURIA MSIL MADHUPATNA VILLAGE TOWN NUAPADA CHHAK CITY CUTTACK CUTTACK ODISHA 753010 INDIA | CUTTACK | ODISHA | 753010 | L-3 | Rejected-Finance As per the rate quoted in the financial bid | |
| 4 | L-4₹67.1 Cr+₹7.1 Cr (11.8%)Rejected-Finance AT COLLEGE ROAD KARADAPALI GOBARA TALCHER PO SOUTH BALANDA PS COLLIERY DIST ANGULA STATE ODISHA PIN 759116 | TALCHER | ANGULA | ODISHA | 759116 | L-4 | Rejected-Finance As per the rate quoted in the financial bid | |
| 5 | L-5₹67.1 Cr+₹7.1 Cr (11.8%)Rejected-Finance AT PO BELPAHAR DIST JHARSUGUDA ODISHA 768217 | JHARSUGUDA | ODISHA | 768217 | L-5 | Rejected-Finance As per the rate quoted in the financial bid |
Tender Value
₹70.6 Cr
EMD Value
₹70.6 L
Closing Date
20 Feb 2024, 5:30 pmClosed
Engineer Member, BDA, Bhubaneswar.
Office of the Engineer Member, BDA, Bhubaneswar.
Development of internal road of town planning Scheme-1 (Sijiput TP-1)
2024_BDABU_100332_1
145/EM/BDA/2023-24, Dated-24/01/2024
Open Tender
Civil Works - Others
Percentage
600 days
BHUBANESWAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹70.6 L
Yes
19 Apr 2024
30 Jan 2024
27 Feb 2024
30 Jan 2024
20 Feb 2024
30 Jan 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 |
|---|---|---|---|---|---|
| 1Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and 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 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. | |||||
| 2Loosening, levelling and compacting original ground supporting embankement to faciliate placement of first layer of embankement, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause-305 of MOSRT&H Specifications for Road & Bridge works (5th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. | |||||
| 3 | Excavation in soil using Hydraulic Excavator CK-90 & Tipper with Disposal upto 1000 metres-Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 metres including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. | - | Cum | 1 | - |
| 4Providing Rough Stone dry Masonry with sand Grouted using H.G Stone Boulder of sizes 30cm and above and using sand instrick with all leads and lift including dumping with packing interstices properly and surface packing to propoer line and Level including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. | |||||
| 5Construction of embankment with Flyash Confirming to table-1 of IRC-SP-58-2001 Obtained from coal of Lignite buring Thermal Power section as Waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC-SP-58-2001 and as per approved plans including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. | |||||
| 6Supplying and filling clean course sand in foundation and plinth, free from deliterious materials, earth, earthclods, roots and boulders etc. watered and well compacted as per technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. | |||||
| 7 | Construction of embankment with earth and approved material obtained from borrowpits within a lead of 5km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. | - | Cum | 1 | - |
| 8Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. | |||||
| 9 | Construction of sub-grade with approved material obtained from borrow pits within a lead of 5km, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. | - | Cum | 1 | - |
| 10 | Construction of granular sub-base by providing Grading VI close graded Material, (Stone screening) spreading in uniform layers with motor grader on prepared surface, mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoSRT&H Specifications for road & Bridge works (5th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. | - | Cum | 1 | - |
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