Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC Adjudged as L1 |
| 2 | L2₹1.5 Cr+₹58,169.15 (0.39%)Rejected-AOC | ₹1.5 Cr+₹58,169.15 (0.39%) | L2 | Rejected-AOC Adjudged as L2 |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
24 Mar 2025, 4:00 pmClosed
Executive Engineer
O/o. Executive Engineer, Dirang Division, PWD, AP
C/o Protection wall around Monastery Complex at Dirang
2025_PWDAP_2365_1
DD/W-60/DoKAA/2024-25/29
Open Tender
Civil Works
Item Rate
730 days
Dirang
As per Tender Documents.
4 documents required · 4 mandatory
₹5,000
EE PWD Dirang
₹3.0 L
Yes
29 Mar 2025
19 Mar 2025
25 Mar 2025
19 Mar 2025
24 Mar 2025
19 Mar 2025
Amount
SH: R/Wall - 3.00 mtr. Height :- 76.00 Mtr.
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, 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.)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15( Upto 5 m height)
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:- R/Wall - 4.00 mtr. Height :- 35.00 Mtr.
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
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 specifical. A) PCC grade M15
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- Sandy materials
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:- R/Wall - 6.00 mtr. height :- 30.00 Mtr
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
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 specifical. A) PCC grade M20
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- Sandy materials
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: Breast wall of 3.80 mtr height :- 90.00 Mtr
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
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 specifical. A) PCC grade M15
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. B Sandy materials
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: Kutcha Drain :- 0.00 Km
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
M/S D T ENTERPRISES (BID ID -6974)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_2531.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .