Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-AOC AT P O TANWAT PS NUAPADA DIST NUAPADA ODISHA PIN NO 766105 | NUAPADA | ODISHA | 766105 | ₹6.1 Cr | L1 | Accepted-AOC aoc |
| 2 | L2₹6.4 Cr+₹32.4 L (5.33%)Rejected-Finance AT PADMAPUR ROAD P O PAIKAMAL DIST BARAGARH PIN 768036 | PAIKAMAL | BARAGARH | ODISHA | 768036 | ₹6.4 Cr+₹32.4 L (5.33%) | L2 | Rejected-Finance L2 BIDDER |
| 3 | L3₹6.5 Cr+₹44.1 L (7.26%)Rejected-Finance | ₹6.5 Cr+₹44.1 L (7.26%) | L3 | Rejected-Finance L3 BIDDER |
Tender Value
₹8.2 Cr
EMD Value
₹8.2 L
Closing Date
27 Jan 2026, 5:00 pmClosed
Circle Officer
RURAL WORKS CIRCLE , SAMBALPUR
Construction of bridge over Kumudi Nallah at 0.500 Km on PWD road to Tendapadar road in the district of Bargarh
2026_CERWI_124650_1
RWCSBP-28/2025-26
Open Tender
Civil Works - Bridges
Percentage
450 days
Padampur
2 documents required · 2 mandatory
₹10,000
₹8.2 L
Yes
4 Aug 2026
16 Jan 2026
28 Jan 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
16 Jan 2026 - 22 Jan 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 | Earth work in cutting in all kind of soil within 50m initial leads &1.5m initial lifts includingrough dressing and breakingclods to max 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc complete as per specification &direction of the Engineer-in-Charge . | 3,518.31 | cum | 304.95 | ₹10,72,908.63 |
| 2 | Earthwork in excavation in foundation in disintegrated rock within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. | 687.87 | cum | 779.15 | ₹5,35,953.91 |
| 3 | Earth work excavation in foundation in Hard and compacted sheet rock within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supply & working of pumps stacking the excavated material away from the work in site. | 275.15 | cum | 1,662.15 | ₹4,57,340.57 |
| 4 | Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge. | 92.42 | cum | 704.4 | ₹65,100.65 |
| 5 | Cement concrete with M-150+10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150 kg./cm2 with minimum quantity of cement as specified in IRC code in work tests on 150 mm. cubes at 28 days curing using cement as per CL 710-7 of IRC-78/1983 after mixing & tests conduct in accordance with IS 456 & IS-516 with crusher broken hard granite coarse aggregate of 40 mm. size down graded in conformity with clause-302.6.2 of IRC-21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using tremie pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm. thick with cost, conveyance royalty & other taxes of all materials, labour hire charges of all T&P & machineries required for the work complete in all respect. (in case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in-Charge). BOTTOM PLUGGING | 185.78 | cum | 6,077.56 | ₹11,29,089.1 |
| 6 | RCC Crash barrier | 260.2 | rm | 7,285.59 | ₹18,95,710.52 |
| 7 | RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vbrators watering & curing for 28 days including water tight steel centering , shuttering -FOUNDATION | 544.93 | cum | 7,928.05 | ₹43,20,232.29 |
| 8 | Abutment & Pier Shaft | 737.09 | cum | 9,107.15 | ₹67,12,789.19 |
| 9 | Retaining Wall | 6.04 | cum | 15,592.35 | ₹94,177.79 |
| 10 | Abutment & Pier caps | 26.33 | cum | 9,107.15 | ₹2,39,791.26 |
stage.html
html • 0.05 MB
tech_bid_open.pdf
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
Tendernotice_1.pdf
PDF • 1.04 MB
Tendernotice_2.pdf
PDF • 5.99 MB
BOQ_576077.xls
BOQ • 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 .