Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.1 CrAccepted-Finance AT BORIA P O KESINGA P S KESINGA DIST KALAHANDI ODISHA PIN 766012 | KESINGA | KALAHANDI | ODISHA | 766012 | ₹5.1 Cr | 1 | Accepted-Finance REJECTED |
| 2 | 1₹5.1 CrRejected-Finance | ₹5.1 Cr | 1 | Rejected-Finance REJECTED |
| 3 | 2₹6.0 Cr+₹89.5 L (17.5%)Rejected-Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | ₹6.0 Cr+₹89.5 L (17.5%) | 2 | Rejected-Finance REJECTED |
| 4 | 2₹6.0 Cr+₹89.5 L (17.5%)Rejected-Finance AT PO KALAMPUR DIST KALAHANDI PIN 766013 | KALAMPUR | KALAHANDI | ODISHA | 766013 | ₹6.0 Cr+₹89.5 L (17.5%) | 2 | Rejected-Finance REJECTED |
| 5 | 2₹6.0 Cr+₹89.5 L (17.5%)Rejected-Finance | ₹6.0 Cr+₹89.5 L (17.5%) | 2 | Rejected-Finance REJECTED |
Tender Value
₹6.0 Cr
EMD Value
₹6.0 L
Closing Date
5 May 2026, 5:00 pmClosed
Chief Construction Engineer
O/o the CCE RW Circle, Bhawanipatna
Dedsuli to Damidi V Parhel
2026_CERWI_127343_26
BPT/Online-15/ 2025-26
National Competitive Bid
Civil Works - Roads
Percentage
270 days
Kesinga /Kalahandi
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹6.0 L
Yes
1 Sept 2026
18 Mar 2026
6 May 2026
18 Mar 2026
5 May 2026
18 Mar 2026
18 Mar 2026 - 4 May 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 & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness as per direction of EIC | 20,000 | Sqm | 8.44 | ₹1,68,800 |
| 2 | Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer-in-Charge. | 13,509.17 | Cum | 201 | ₹27,15,343.17 |
| 3 | Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302 | 5,304.67 | Cum | 462.44 | ₹24,53,091.59 |
| 4 | Excavation in soil in Hilly area by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1 | 21,218.68 | Cum | 140.64 | ₹29,84,209.36 |
| 5 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). | 14,853.08 | cum | 50.4 | ₹7,48,595.03 |
| 6 | Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision) | 4,909.88 | Cum | 2,423.17 | ₹1,18,97,476.9 |
| 7 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision) | 3,065.63 | Cum | 2,822.73 | ₹86,53,445.77 |
| 8 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC | 19,125 | Sqm | 38.19 | ₹7,30,383.75 |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC | 19,125 | Sqm | 13.9 | ₹2,65,837.5 |
| 10 | Providing and laying semi dense bituminous concrete with 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) AR-175/47 | 478.13 | cum | 9,997.47 | ₹47,80,090.33 |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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
Tendernotice_1.pdf
PDF • 1.74 MB
Tendernotice_2.pdf
PDF • 4.94 MB
Tendernotice_3.pdf
PDF • 1.82 MB
BOQ_585478.xls
BOQ • 0.42 MB
783.pdf
PDF • 0.28 MB
758.pdf
PDF • 0.27 MB
701-.pdf
PDF • 0.28 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 .