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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹9.6 L (8.94%)Admitted-Finance | ₹1.2 Cr+₹9.6 L (8.94%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| Sl No | Description | Qty | Unit | Y Thoiba Singh L1 | RK FORTUNE DEVELOPERS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00Earth Work | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 metres outside the periphery of area cleared (By manual means) | 3.25 | Ha | - | - |
| 2.00Sub Base Works | |||||
| 2.01 | Granular Sub-Base with Coarse Graded (Table:400-2) Construction of Granular Sub-base by providing coarse graded material, spreading in uniform layers with motar grader on prpeared surface, mixing by mix in place method with rotator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401
For Grading - III Material | 600 | Cum | - | - |
| 2.02 | Providing, laying, spreading and compacting stone aggregate to Wet Mix Macadam specification including premixing the material with water to OMC in Mechanical Mix (Pug Mill), Carriage of Mixed Material by Tipper/dumper to site, laying uniform layers in base course on a well prepared underbase and compacting with power vibratory roller to achieve the desired density i/c lighting, guarding, barricading and maintenance of diversion etc. (By Mechanical Means) | 1,155.47 | Cum | - | - |
| 3.00Bituminous Works | |||||
| 3.01 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means (a) on WBM/WMM surface @ 0.70-1.00 kg/sqm as per clause 502 of MoRTH specifications for Road and Bridges works (Fifth Revision) | 13,937 | sqm | - | - |
| 3.02 | Providing and laying bituminous concrte with 60-80 TPH batch type HMP producing an average output of 35 Tonnes per hour using crushed aggregates of specified grading, pemixed with bituminous binder @ 5.5 percent of mix and filler, 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 wheeled vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause no. 509 complete in all aspects. Grading II (13 mm nominal size) (A) Using Bitumen 60/70 | 557.48 | cum | - | - |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
11 Jun 2020, 11:00 amClosed
Sushil Verma
NHIDCL RO Imphal Manipur
Ordinary Repair of NH 102A from KoubrulekhaTendongyan Km 287.500 to Km 304.00 Total Length16.500 km in the state of Manipur in the year 2020 2021.
2020_NHIDC_560258_1
NHIDCL/RO-Imphal/K-T/OR/km 287.500 to km 304.00/20
Open Tender
Civil Works
Item Rate
180 days
NHIDCL RO Imphal Manipur
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Yes
GM NHIDCL
₹2.8 L
Yes
4 Jul 2020
20 May 2020
12 Jun 2020
20 May 2020
11 Jun 2020
20 May 2020
20 May 2020 - 11 Jun 2020
Amount
Earth Work
Clearing grass and removal of rubbish upto a distance of 50 metres outside the periphery of area cleared (By manual means)
Sub Base Works
Granular Sub-Base with Coarse Graded (Table:400-2) Construction of Granular Sub-base by providing coarse graded material, spreading in uniform layers with motar grader on prpeared surface, mixing by mix in place method with rotator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading - III Material
Providing, laying, spreading and compacting stone aggregate to Wet Mix Macadam specification including premixing the material with water to OMC in Mechanical Mix (Pug Mill), Carriage of Mixed Material by Tipper/dumper to site, laying uniform layers in base course on a well prepared underbase and compacting with power vibratory roller to achieve the desired density i/c lighting, guarding, barricading and maintenance of diversion etc. (By Mechanical Means)
Bituminous Works
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means (a) on WBM/WMM surface @ 0.70-1.00 kg/sqm as per clause 502 of MoRTH specifications for Road and Bridges works (Fifth Revision)
Providing and laying bituminous concrte with 60-80 TPH batch type HMP producing an average output of 35 Tonnes per hour using crushed aggregates of specified grading, pemixed with bituminous binder @ 5.5 percent of mix and filler, 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 wheeled vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause no. 509 complete in all aspects. Grading II (13 mm nominal size) (A) Using Bitumen 60/70
RK FORTUNE DEVELOPERS PRIVATE LIMITED
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