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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-EMD & Tender Fee not submitted |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
11 Mar 2024, 12:00 pmClosed
EE, Doimukh Division, PWD, AP, Doimukh
O/o the EE, Doimukh Division, PWD, AP, Doimukh
Construction of protection Wall at Upper left bank Hatti pubuh, under PWD Doimukh Division, Papum Pare.
2024_PWDAP_1788_1
DD/2023-24/13
Open Tender
Civil Works
Item Rate
365 days
Doimukh
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EE PWD Doimukh
₹2.0 L
Yes
11 Mar 2024
4 Mar 2024
11 Mar 2024
4 Mar 2024
11 Mar 2024
4 Mar 2024
Amount
SH : R.C.C. Retaining Wall 4.00mtr. Ht.
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
Manual Means
upto 3 m depth
Dry rubble Flooring complete as per drawing and Technical specification.
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).
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
R.C.C. Grade M20.
Case I, Using concrete mixer .
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification .
Granular material
SH : R.C.C. Box Culvert 6.00m Span - 4.00m height with Wing walls
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.
Manual Means
upto 3 m depth
Dry rubble Flooring.
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.)
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonry
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
nibia naga
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finance_1928.pdf
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