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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.5 CrAdmitted-Finance | ₹25.5 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MJD CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00APPENDIX A: Site Clearance & Dismantling of Structures | ||||
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees 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 In area of light jungle - By Mechanical Means | 3.92 | Hectare | 40,000 ₹1,56,920 Lowest |
| 1.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 109.68 | cum | 600 ₹65,808 Lowest |
| 2.00APPENDIX B: Construction of Road | ||||
| 2.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 16,690 | sqm | 10 ₹1,66,900 Lowest |
| 2.00 | 3.6: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 1000m | 1,236 | cum | 80 ₹98,880 Lowest |
| 2.00 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 5,316 | sqm | 80 ₹4,25,280 Lowest |
| 2.00 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 3,675.25 | cum | 3,300 ₹1,21,28,325 Lowest |
| 2.00 | 4.12:Providing, 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. | 6,522.75 | cum | 3,100 ₹2,02,20,525 Lowest |
| 2.01 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 25,550 | sqm | 80 ₹20,44,000 Lowest |
Tender Value
₹23.8 Cr
EMD Value
₹30 L
Closing Date
19 Jul 2023, 5:15 pmClosed
Superintending Engineer
O/O SE NH Central Circle Vyttila
CRIF- 2022-23-Improvements to Balaramapuram- Vizhinjam- Poovar- Pananinna- MarappalamAvanakuzhy- Kattachalkuzhy road in Trivandrum District in the state of Kerala
2023_MoRTH_747530_4
13/SE/NH/CC/KOCHI/2022-23
Open Tender
Civil Works - Highways
Item Rate
365 days
Balaramapuram- Vizhinjam- Poovar
Please refer Tender documents.
8 documents required · 8 mandatory
₹16,540
GM MoRTH
₹30 L
O/O SE NH Vyttila
18 Aug 2023
5 Jul 2023
21 Jul 2023
5 Jul 2023
19 Jul 2023
5 Jul 2023
12 Jul 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A: Site Clearance & Dismantling of Structures | |||||
| 1.001 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees 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 In area of light jungle - By Mechanical Means | 3.92 | Hectare | - | - |
| 1.002 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 109.68 | cum | - | - |
| 2APPENDIX B: Construction of Road | |||||
| 2.001 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 16,690 | sqm | - | - |
| 2.002 | 3.6: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 1000m | 1,236 | cum | - | - |
| 2.003 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 5,316 | sqm | - | - |
| 2.004 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 3,675.25 | cum | - | - |
| 2.005 | 4.12:Providing, 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. | 6,522.75 | cum | - | - |
| 2.006 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 25,550 | sqm | - | - |
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