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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.5 Cr+₹12,466.70 (0.08%)Accepted-Finance | ₹1.5 Cr+₹12,466.70 (0.08%) | L2 | Accepted-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-REJECTED DUE TO NON SUBMISSION OF EMD |
Tender Value
Refer Docs
EMD Value
₹3.0 L
Closing Date
25 Jun 2022, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER CAPITAL DIVISION B AP ITANAGAR
C/o Approach road to Namak Colony, Pagatara, Papu Nallah
2022_PWDAP_775_1
CDB/NIT/2022-23/10
Open Tender
Civil Works
Item Rate
365 days
ITANAGAR
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EXECUTIVE ENGINEER, CAPITAL DIVISION-B, PWD, ITA
₹3.0 L
Yes
E E CAPITAL DIVISION B ITANAGAR
28 Sept 2022
18 Jun 2022
27 Jun 2022
18 Jun 2022
25 Jun 2022
18 Jun 2022
22 Jun 2022
Amount
Formation Cutting
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 (without de-watering)
Geometrical Preparation
Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
Protection 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.)/Ordinary soil/Manual Means/Upto 3 m depth
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/RCC Grade M20 /Using concrete mixer
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications/Case (I) Using Concrete Mixer (E)RCC Grade M20 /P) Height upto 5m
Centring and shuttering including strutting, propping etc and removal of formv work for :/a) Foundation, footings, bases of columns etc. and mass concrete.
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specification/a) Granular material
Box Culvert-1x1-2 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.)/Ordinary soil/Manual Means/Upto 3 m depth
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/RCC Grade M20 /Using concrete mixer
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications;RCC Grade M20/Height upto 5m
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification
Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specification/a) Granular material
M/S A.K ENTERPRISES
stage.html
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tech_eval.pdf
fin_eval.pdf
finance_878.pdf
boq_comp_chart.xlsx
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details.html
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