Loading…
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Loading…
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₹11.4 CrAccepted-AOC 3 6 H S TOWER L ROAD BISTUPUR JAMSHEDPUR JHARKHAND 831001 | EAST SINGHBUM | JHARKHAND | 831001 | L1 | Accepted-AOC As per decision. | |
| 2 | L2₹12.1 Cr+₹64.9 L (5.68%)Rejected-Finance | L2 | Rejected-Finance As per decision. | |
| 3 | L3₹13.3 Cr+₹1.8 Cr (16.0%)Rejected-Finance MAIN ROAD SURAKACHAR BHAIROTAL DIST KORBA CG 495454 | SURAKACHAR | KORBA | CHHATTISGARH | 495454 | L3 | Rejected-Finance As per decision. | |
| 4 | L4₹14.1 Cr+₹2.6 Cr (22.9%)Rejected-Finance | L4 | Rejected-Finance As per decision. | |
| 5 | L5₹14.2 Cr+₹2.8 Cr (24.5%)Rejected-Finance ADITYAPUR 2 RIT SERAIKELA KHARSAWAN | L5 | Rejected-Finance As per decision. |
| Sl No | Description | Qty | Unit | TRIVENI ENGICONS PRIVATE LIMITED L1 | MEGOTIA CONSTRUCTION PVT LTD L4 | SUNIL KUMAR AGRAWAL L3 | BIJOY SHANKAR MISHRA L5 | NNB ENGINEERS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in canal by the hydraulic Excavator as per design section in soft Rock (where Blasting is not needed vided type of soil item- C) with disposal of spoil beyond 500 m with lifts by tipper including construction and maintenance of hual road all complete as per specifications and direction of E/I. (7.1.43.6) | 2,791.6 | Per M3 | 122.54 ₹3,42,082.66 Lowest | 150.63 ₹4,20,498.71 | 142.13 ₹3,96,770.11 | 152.51 ₹4,25,746.92 | 122.61 ₹3,42,278.08 |
| 2.00 | Earth work excavation in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item-C) with initial lead of 30M and lift 1.5M including dressing, making the sides in proper profile and the bed in proper grade etc. all complete as per specification and direction of E/I. (7.1.13.2) | 7,044.86 | Per M3 | 356.77 ₹25,13,394.7 Lowest | 438.56 ₹30,89,593.8 | 413.81 ₹29,15,233.52 | 444.04 ₹31,28,199.63 | 357 ₹25,15,015.02 |
| 3.00 | E/W in excavation in canal by the hydraulic excavator(Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item -C with disposal of spoil Upto 500 with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(vide S.O.R. item 7.1.43.8 ). | 10,622.49 | Per M3 | 254.15 ₹26,99,705.83 Lowest | 312.4 ₹33,18,465.88 | 294.78 ₹31,31,297.6 | 316.31 ₹33,59,999.81 | 254.32 ₹27,01,511.66 |
| 4.00 | Excavation of soft rock for all depth where blasting is needed, but due non blasting zone, blasting is not possible and the work to be done by controlled wedging and hammering including lip cutting. With disposal of spoiled beyong 30 m, but upto 500m by mechanical means all complete job as per specification and direction of E/I ( with prior Approval of Cheif Engineer )(7.1.13.3) | 9,045.84 | Per M3 | 674.65 ₹61,02,775.96 Lowest | 829.31 ₹75,01,805.57 | 782.51 ₹70,78,460.26 | 839.67 ₹75,95,520.47 | 675.1 ₹61,06,846.58 |
| 5.00 | Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto50M and average lift of 1.5M including leveling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I (SR no7.1.27) | 2,303.48 | Per M3 | 132.99 ₹3,06,339.81 Lowest | 163.48 ₹3,76,572.91 | 154.25 ₹3,55,311.79 | 165.52 ₹3,81,272.01 | 133.08 ₹3,06,547.12 |
| 6.00 | Earth work in backfilling of structures in layer not exceeding 150mm thick with pervious or semipervious or suitable soil from borrow pits free from logs, root, or any other ingrediets by manual excavation and carriage by truck with all lifts including watering, ramming,fully compacted and finely dressed, completed job as per specification and drawing of E/I. ( WRD 7.1.35.2) lead beyond 1/2 km to 1 km | 8,612.42 | Per M3 | 340.72 ₹29,34,423.74 Lowest | 418.83 ₹36,07,139.87 | 395.2 ₹34,03,628.38 | 424.06 ₹36,52,182.83 | 340.95 ₹29,36,404.6 |
| 7.00 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil -A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow ared or any other sources free from logs, roots, or any other ingredients with all lifts including breakig clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (As per TEC letter No. 587 Dated 22-09-06) ( lead beyond 2 km upto 3 km m)-7.1.26.4) | 10,979.45 | Per M3 | 198.05 ₹21,74,480.07 Lowest | 243.45 ₹26,72,947.1 | 229.71 ₹25,22,089.46 | 246.49 ₹27,06,324.63 | 198.18 ₹21,75,907.4 |
| 8.00 | Providing coarse clean local sand in filling infoundation trenches including ramming watering royalty and other taxes complete job as per specification and direciton of E/I. (7.1.37) | 474.29 | Per M3 | 513.94 ₹2,43,756.6 Lowest | 631.75 ₹2,99,632.71 | 596.11 ₹2,82,729.01 | 639.65 ₹3,03,379.6 | 549.35 ₹2,60,551.21 |
| 9.00 | Providing weep holes with dry graded stone filter of 20mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6) part A-6.9 | 903 | Per nos | 146.38 ₹1,32,181.14 Lowest | 179.94 ₹1,62,485.82 | 169.79 ₹1,53,320.37 | 182.19 ₹1,64,517.57 | 156.47 ₹1,41,292.41 |
| 10.00 | Supplying and Labour for laying fine filter(sand) under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete as per specification and direction of E/I.(M002 +7.7.13) | 124.65 | Per M3 | 747.27 ₹93,147.21 Lowest | 918.58 ₹1,14,501 | 866.75 ₹1,08,040.39 | 930.05 ₹1,15,930.73 | 798.76 ₹99,565.43 |
Tender Value
₹13.0 Cr
EMD Value
₹13.0 L
Closing Date
18 Feb 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer, Minor Distribution Division No.-9, Ghatshila camp Galudih.
Construction of Cut and Cover from Km 23.638 to 23.860 and Km 23.970 to 24.345, Open Canal from Km 23.860 to 23.970 and Km 24.378 to Km 24.435 and Fall at Km 24.350 of KRMC.
2026_WRD_110113_1
WRD/IGC/ MDD-09 Galudih / SBD-01/2025-26
Open Tender
Civil Works
Item Rate
365 days
Rajdoha, Domjudi, Potka, E. Singhbhum
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
₹13.0 L
Yes
28 Oct 2026
3 Feb 2026
20 Feb 2026
3 Feb 2026
18 Feb 2026
3 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation in canal by the hydraulic Excavator as per design section in soft Rock (where Blasting is not needed vided type of soil item- C) with disposal of spoil beyond 500 m with lifts by tipper including construction and maintenance of hual road all complete as per specifications and direction of E/I. (7.1.43.6) | 2,791.6 | Per M3 | 139.34 | ₹3,88,981.54 |
| 2 | Earth work excavation in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item-C) with initial lead of 30M and lift 1.5M including dressing, making the sides in proper profile and the bed in proper grade etc. all complete as per specification and direction of E/I. (7.1.13.2) | 7,044.86 | Per M3 | 405.7 | ₹28,58,099.7 |
| 3 | E/W in excavation in canal by the hydraulic excavator(Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item -C with disposal of spoil Upto 500 with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(vide S.O.R. item 7.1.43.8 ). | 10,622.49 | Per M3 | 289 | ₹30,69,899.61 |
| 4 | Excavation of soft rock for all depth where blasting is needed, but due non blasting zone, blasting is not possible and the work to be done by controlled wedging and hammering including lip cutting. With disposal of spoiled beyong 30 m, but upto 500m by mechanical means all complete job as per specification and direction of E/I ( with prior Approval of Cheif Engineer )(7.1.13.3) | 9,045.84 | Per M3 | 767.17 | ₹69,39,697.07 |
| 5 | Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto50M and average lift of 1.5M including leveling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I (SR no7.1.27) | 2,303.48 | Per M3 | 151.23 | ₹3,48,355.28 |
| 6 | Earth work in backfilling of structures in layer not exceeding 150mm thick with pervious or semipervious or suitable soil from borrow pits free from logs, root, or any other ingrediets by manual excavation and carriage by truck with all lifts including watering, ramming,fully compacted and finely dressed, completed job as per specification and drawing of E/I. ( WRD 7.1.35.2) lead beyond 1/2 km to 1 km | 8,612.42 | Per M3 | 387.45 | ₹33,36,882.13 |
| 7 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil -A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow ared or any other sources free from logs, roots, or any other ingredients with all lifts including breakig clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (As per TEC letter No. 587 Dated 22-09-06) ( lead beyond 2 km upto 3 km m)-7.1.26.4) | 10,979.45 | Per M3 | 225.21 | ₹24,72,681.93 |
| 8 | Providing coarse clean local sand in filling infoundation trenches including ramming watering royalty and other taxes complete job as per specification and direciton of E/I. (7.1.37) | 474.29 | Per M3 | 584.42 | ₹2,77,184.56 |
| 9 | Providing weep holes with dry graded stone filter of 20mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6) part A-6.9 | 903 | Per nos | 166.46 | ₹1,50,313.38 |
| 10 | Supplying and Labour for laying fine filter(sand) under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete as per specification and direction of E/I.(M002 +7.7.13) | 124.65 | Per M3 | 849.75 | ₹1,05,921.34 |
stage.html
html • 0.06 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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.38 MB
Ammendment_Fee_EMD.pdf
Tender Documents • 4.27 MB
BOQ_148765.xls
BOQ • 0.27 MB
SBD_one.pdf
Tender Documents • 1.43 MB
Tech_Specification.pdf
Tender Documents • 0.34 MB
AMENDMENT.pdf
Tender Documents • 7.35 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 .