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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 CrAccepted-AOC | ₹2.9 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹2.9 Cr+₹39,637.32 (0.14%)Accepted-AOC | ₹2.9 Cr+₹39,637.32 (0.14%) | 2 | Accepted-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical N A | NA | NA | 121004 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical KANOURI BAJPUR DISTRICT UDHAM SINGH NAGAR | NAINITAL | UTTARAKHAND | 244715 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹5.8 L
Closing Date
10 Apr 2023, 3:00 pmClosed
SE 4th Circle PWD Rudrapur
Office of SE 4th Circle PWD Rudrapur
As per BOQ
2023_pwd_55412_1
421/23M-04/2023 Dt 14-2-2023
Open Tender
Civil Works
Item Rate
180 days
Kashipur
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
EE CD PWD Kashipur
₹5.8 L
Office of SE 4th Circle PWD Rudrapur
7 Sept 2023
24 Feb 2023
10 Apr 2023
24 Feb 2023
10 Apr 2023
25 Feb 2023
25 Feb 2023
Amount
New Items
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.
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 By Mechanical Means Grading II Using Screening Type-B (11.2mm Agg.)
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 By Mechanical Means Grading III Using Screening Type-B (11.2mm Agg.)
Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(Ordinary soil)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering, as per drawing and technical specifications.
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per technical specifications
Plain/Reinforced cement concrete in sub-structure complete as per drawing andtechnical specifications PCC Grade M20 upto 5m Using concrete Mixer
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20 Height upto 5m Using concrete Mixer
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications
Remaining Items of Parent works
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(Ordinary soil)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering, as per drawing and technical specifications.
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20 Height upto 5m Using concrete Mixer
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications
M/S MUKESH KUMAR GOEL
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