Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹53.3 CrAccepted-AOC | L-1 | Accepted-AOC As per the rate quoted in the financial bid. | |
| 2 | L-2₹54.5 Cr+₹1.2 Cr (2.22%)Rejected-Finance FLAT NO 104 1ST FLOOR MALATI MANSION NILADRI VIHAR CHANDRASEKHARPUR BHUBANESWAR ODISHA PIN 751021 | KHORDHA | ODISHA | 751021 | L-2 | Rejected-Finance As per the rate quoted in the financial bid | |
| 3 | L-3₹55.4 Cr+₹2.1 Cr (3.89%)Rejected-Finance AT COLLEGE ROAD KARADAPALI GOBARA TALCHER PO SOUTH BALANDA PS COLLIERY DIST ANGULA STATE ODISHA PIN 759116 | TALCHER | ANGULA | ODISHA | 759116 | L-3 | Rejected-Finance As per the rate quoted in the financial bid | |
| 4 | L-4₹56.5 Cr+₹3.1 Cr (5.85%)Rejected-Finance B 20 CHANDAKA INDUSTRIAL ESTATE PATIA BHUBANESWAR DIST KHURDHA | L-4 | Rejected-Finance As per the rate quoted in the financial bid | |
| 5 | L-5₹56.5 Cr+₹3.1 Cr (5.88%)Rejected-Finance FLAT NO 104 1ST FLOOR MALATI MANSION NILADRI VIHAR CHANDRASEKHARPUR BHUBANESWAR ODISHA PIN 751021 | KHORDHA | ODISHA | 751021 | L-5 | Rejected-Finance As per the rate quoted in the financial bid |
Tender Value
₹62.7 Cr
EMD Value
₹62.7 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-4 (Shyamsundarpur TP-4)
2024_BDABU_100332_4
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
₹62.7 L
Yes
18 Jun 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. | |||||
| 2 | Loosening, 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. | 1 | Cum | - | - |
| 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 | - |
| 4Supplying 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. | |||||
| 5 | 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 | - |
| 6 | Construction 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. | 1 | Cum | - | - |
| 7 | 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. | 1 | Cum | 1 | ₹1 |
| 8 | 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 | - |
| 9Providing, 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (by two layers of 150 +100mm thick) 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. | |||||
| 10 | P.C.C. (1:3:6) Grade in using 40mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications 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. | 1 | Cum | - | - |
stage.html
html • 0.06 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
BOQ_488345.xls
BOQ • 0.29 MB
138328663.pdf
Tender Documents • 1.70 MB
138328668.html
Tender Documents • 0.03 MB
DTCNShyamsundarpur.pdf
Tender Documents • 0.84 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .