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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹63.6 LAccepted-AOC | ₹63.6 L | 1 | Accepted-AOC Responsive |
| 2 | 2₹63.6 L+₹2,785.55 (0.04%)Rejected-AOC | ₹63.6 L+₹2,785.55 (0.04%) | 2 | Rejected-AOC Non Responsive |
| 3 | 3₹67.1 L+₹3.5 L (5.49%)Rejected-AOC | ₹67.1 L+₹3.5 L (5.49%) | 3 | Rejected-AOC Non Responsive |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance 431 9 INDIRA UDHYAN MARG VIKASNAGAR DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
17 May 2024, 5:00 pmClosed
Executive Engineer
EE CD PWD Barkot
Under the state plan starting from the end of the Phoolchatti Janakichatti motor road in Yamunotri assembly constituency of Uttarkashi district crossing the Jankichatti Yamunotri pedestrian road till the inspection building (pedestrian culvert) of PW
2024_pwd_71761_1
470/nivida Dated 15/03/2024
Open Tender
Repair and Maintenance Works
Item Rate
365 days
Jankichatti
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE CD PWD Barkot
₹1.3 L
23 Jun 2024
10 May 2024
18 May 2024
10 May 2024
17 May 2024
11 May 2024
Amount
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4)
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M30 (For height upto 5 m)
AJAY CHAUHAN
Chain Singh
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_86136.pdf
boq_comp_chart.xlsx
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