Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.6 CrAdmitted-Finance STATION ROAD DEOGHAR | L1 | Admitted-Finance | |
| 2 | L2₹101.9 Cr+₹4.2 Cr (4.35%)Admitted-Finance 6 OM COMPLEX BHUJ BHACHAU BYPASS DABDA ROAD ANJAR KUTCH 370110 | ANJAR | KUTCH | GUJARAT | 370110 | L2 | Admitted-Finance | |
| 3 | L3₹104.0 Cr+₹6.3 Cr (6.46%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹112.3 Cr+₹14.6 Cr (15.0%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | Rejected-Technical B 104 MANISHA TOWER PLOT 7B SECTOR 23 DWARKA NEW DELHI 110 077 | - | Rejected-Technical Non Responsive vide Deptt. Lt. no-548 dt-03.11.23 |
| Sl No | Description | Qty | Unit | M/s Hardev Construction Pvt. Ltd. L1 | KAVERI ENGINEERING PROJECTS PVT LTD L3 | MATESHWARI CONSTRUCTION L4 | Velji Ratna Sorathia Infra Pvt. ltd L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and Removal of Rubbish upto a distance of 50 metres outside the periphery of the area. By Manual means (vide SOR Item No. Part A 2.02) | 47.84 | Per Hec. | 15,000 ₹7,17,600 Lowest | 17,608.4 ₹8,42,385.86 | 19,019.28 ₹9,09,882.36 | 16,000 ₹7,65,440 |
| 2.00 | Earth work in bed clearance or desilting of canals carrrying F.S. Discharge of 28 cumecs (1000 cusecs) or more in dead course of rivers etc in ordinary soil and removing the excavated earth in proper profile in spoils etc with initial lead of 30 m and lift of 1.5 m as per specification and direction of E/I. (vide SOR Item No. 7.1.18) | 58,000 | Per M³ | 90 ₹52,20,000 Lowest | 109.5 ₹63,51,000 | 118.27 ₹68,59,660 | 105 ₹60,90,000 |
| 3.00 | Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5 M including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. (vide SOR Item No. 7.1.21) | 96,343.61 | Per M³ | 115 ₹1,10,79,515.15 Lowest | 134.69 ₹1,29,76,520.83 | 145.48 ₹1,40,16,068.38 | 140 ₹1,34,88,105.4 |
| 4.00 | Earthwork in filling in canal banks (canal discharge upto 28 cumecs) as well as special repair of canal banks in ordinary soil in proper profile (vide classification of soil item-A) obtained from borrow area or any other sources free from logs, roots or any other ingredients etc. with initial lead of 15M and lift of 1.5M including breaking clods to maximum 50mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I. (Mode of measurement sectional measurement shall be of compacted earth). (vide SOR Item No. 7.1.25) | 16,623.45 | Per M³ | 100 ₹16,62,345 Lowest | 114 ₹18,95,073.3 | 123.13 ₹20,46,845.4 | 130 ₹21,61,048.5 |
| 5.00 | 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 area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 150m but upto 500m. (vide SOR Item No. 7.1.26.1) | 1,42,839.17 | Per M³ | 125 ₹1,78,54,896.25 Lowest | 154.69 ₹2,20,95,791.21 | 167.08 ₹2,38,65,568.52 | 150 ₹2,14,25,875.5 |
| 6.00 | 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 area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 1/2 km but upto 1 km. (vide SOR Item No. 7.1.26.2) | 1,42,839.17 | Per M³ | 140 ₹1,99,97,483.8 Lowest | 168.07 ₹2,40,06,979.3 | 181.53 ₹2,59,29,594.53 | 160 ₹2,28,54,267.2 |
| 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 area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 1 km but upto 2 km. (vide SOR Item No. 7.1.26.3) | 95,226.11 | Per M³ | 155 ₹1,47,60,047.05 Lowest | 184.15 ₹1,75,35,888.16 | 198.91 ₹1,89,41,425.54 | 175 ₹1,66,64,569.25 |
| 8.00 | 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 area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 2 km but upto 3 km. (vide SOR Item No. 7.1.26.4) | 95,226.11 | Per M³ | 160 ₹1,52,36,177.6 Lowest | 200.68 ₹1,91,09,975.75 | 216.76 ₹2,06,41,211.6 | 200 ₹1,90,45,222 |
| 9.00 | 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 upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (vide SOR Item No. 7.1.27) | 1,09,468.04 | Per M³ | 100 ₹1,09,46,804 Lowest | 134.76 ₹1,47,51,913.07 | 145.55 ₹1,59,33,073.22 | 140 ₹1,53,25,525.6 |
| 10.00 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm. thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I. (vide SOR Item No. 7.1.31) | 28,033.61 | Per M³ | 90 ₹25,23,024.9 Lowest | 102.84 ₹28,82,976.45 | 111.08 ₹31,13,973.4 | 95 ₹26,63,192.95 |
Tender Value
Refer Docs
EMD Value
₹1.2 Cr
Closing Date
23 Mar 2023, 5:00 pmClosed
EE, Irrigation Division, Dumka
Executive Engineer, Irrigation Division, Dumka
Lining work of South Harna Main canal, North Harna Main canal and Maheshpur distributory and Restoration of structures of Harna weir scheme under Godda district
2023_WRD_66975_1
WRD/I.D.Dumka/SBD-IFB-7/22-23
Open Tender
Civil Works - Canal
Item Rate
915 days
GODDA DISTRICT
PLEASE REFER TENDER DOCUMENTS
5 documents required · 5 mandatory
₹10,000
EE, Irrigation Division, Dumka
₹1.2 Cr
Office of Chief Engineer, WRD, Deoghar
4 Nov 2023
24 Feb 2023
27 Mar 2023
24 Feb 2023
23 Mar 2023
24 Feb 2023
2 Mar 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and Removal of Rubbish upto a distance of 50 metres outside the periphery of the area. By Manual means (vide SOR Item No. Part A 2.02) | - | Per Hec. | 19,760.3 | - |
| 2 | Earth work in bed clearance or desilting of canals carrrying F.S. Discharge of 28 cumecs (1000 cusecs) or more in dead course of rivers etc in ordinary soil and removing the excavated earth in proper profile in spoils etc with initial lead of 30 m and lift of 1.5 m as per specification and direction of E/I. (vide SOR Item No. 7.1.18) | - | Per M³ | 122.88 | - |
| 3 | Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5 M including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. (vide SOR Item No. 7.1.21) | - | Per M³ | 151.15 | - |
| 4 | Earthwork in filling in canal banks (canal discharge upto 28 cumecs) as well as special repair of canal banks in ordinary soil in proper profile (vide classification of soil item-A) obtained from borrow area or any other sources free from logs, roots or any other ingredients etc. with initial lead of 15M and lift of 1.5M including breaking clods to maximum 50mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I. (Mode of measurement sectional measurement shall be of compacted earth). (vide SOR Item No. 7.1.25) | - | Per M³ | 127.93 | - |
| 5 | 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 area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 150m but upto 500m. (vide SOR Item No. 7.1.26.1) | 0.29 | Per M³ | 173.59 | ₹50.34 |
| 6 | 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 area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 1/2 km but upto 1 km. (vide SOR Item No. 7.1.26.2) | 0.29 | Per M³ | 188.61 | ₹54.7 |
| 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 area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 1 km but upto 2 km. (vide SOR Item No. 7.1.26.3) | - | Per M³ | 206.66 | - |
| 8 | 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 area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 2 km but upto 3 km. (vide SOR Item No. 7.1.26.4) | - | Per M³ | 225.21 | - |
| 9 | 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 upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (vide SOR Item No. 7.1.27) | 0.29 | Per M³ | 151.23 | ₹43.86 |
| 10 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm. thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I. (vide SOR Item No. 7.1.31) | - | Per M³ | 115.41 | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
BOQ_89983.xls
BOQ Document • 0.32 MB
115530828.pdf
Tender Document • 0.03 MB
EMDfeeDetails.pdf
Tender Document • 0.08 MB
PreQualDetails.pdf
Tender Document • 0.08 MB
tsSTRUCTURE.pdf
Tender Document • 0.15 MB
tsEarthWork.pdf
Tender Document • 0.17 MB
drawingMAHESHPUR1.pdf
Tender Document • 0.34 MB
drawingMAHESHPUR2.pdf
Tender Document • 0.29 MB
drawingNHMC1.pdf
Tender Document • 0.43 MB
drawingNHMC2.pdf
Tender Document • 0.43 MB
drawingNHMC3.pdf
Tender Document • 0.30 MB
drawingSHMC.pdf
Tender Document • 0.43 MB
Addendum.pdf
Tender Document • 0.07 MB
eProNotice.pdf
Tender Document • 0.01 MB
IFB.pdf
Tender Document • 0.11 MB
SBD.pdf
Tender Document • 0.64 MB
FormOfBid.pdf
Tender Document • 0.01 MB
115530830.html
Tender Document • 0.05 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 .