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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-Finance | ₹2.0 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.0 CrAccepted-Finance | ₹2.0 Cr | L2 | Accepted-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Tender fee and EMD not submitted. |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
29 Sept 2023, 9:00 amClosed
Executive Engineer, Sangram division, PWD, A.P.
O/o Executive Engineer, Sangram division, PWD, Kurung Kumey District, A.P.
C/o Approach Road from PWD Road to Pitak Village, under Sangram Circle in Kurung Kumey District (Ph II) ( SH Formation cutting, widening, slab culverts).
2023_PWDAP_1409_1
SGMD/NIT/2023-2024/68
Open Tender
Civil Works – Roads
Item Rate
365 days
Pitak under Sangram, Kurung Kumey District, A.P.
EMD and Tender Fee
3 documents required · 3 mandatory
₹2,000
EE PWD Sangram division
₹2.0 L
Yes
29 Sept 2023
23 Sept 2023
29 Sept 2023
23 Sept 2023
29 Sept 2023
23 Sept 2023
23 Sept 2023 - 27 Sept 2023
Amount
SH:- Widening
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift
SH:- Formation Cutting
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting(Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres)
SH:- Cross Drainage
(SH :- RCC Slab Culvert 1.00 m Span - 1.50m height =1 Nos) 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.) I.Ordinary soil A.Manual Means (i) upto 3 m depth
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 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) 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
(SH :- RCC Slab Culvert 6.00 m Span - 4m height =1 Nos) 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.) I.Ordinary soil A.Manual Means (i) upto 3 m depth
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 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in super-structure 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 a) Granular material
Ms YARKUM AGENCY
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