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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 not submitted |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
31 May 2023, 12:30 pmClosed
Execurive Engineer Capital Division A
Office of The Execurive Engineer Capital Division A PWD AP Itanagar
Construction of Road from Lobi to senki View water Treatment Plant
2023_PWDAP_1272_1
CD-A/W-3/6A/2023-24/e-T-01
Open Tender
Civil Works
Item Rate
180 days
Itanagar
2 Work in Hand
3 documents required · 3 mandatory
₹1,000
EE CD-A PWD Itanagar
₹3.1 L
Yes
Itanagar
7 Jun 2023
25 May 2023
7 Jun 2023
25 May 2023
31 May 2023
25 May 2023
29 May 2023
Amount
Sh:- Formation Cutting
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:- RCC Retaining wall/Breast Wall
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 Rock (A) Manuals means (1) upto 3M 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 mechanicallymixed, placed in foundation and compacted by vibration including curing for 14 days.)
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications .
Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m. Using concrete Mixer
Centring and shuttering including strutting, propping etc and removal of form work for:- b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
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.
Sh:- Box Culvert
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 Rock (A) Manuals means (1) upto 3M 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 mechanicallymixed, placed in foundation and compacted by vibration including curing for 14 days.)
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications .
Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m. Using concrete Mixer
Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
Providing weep holes in Brickmasonry/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 Godak Bida
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