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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.8 CrAccepted-AOC | ₹27.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹27.8 CrRejected-AOC | ₹27.8 Cr | L2 | Rejected-AOC L2 |
Tender Value
₹27.8 Cr
EMD Value
₹27.8 L
Closing Date
22 Mar 2025, 11:00 amClosed
Executive Engineer, PWD, Tezu Division
Office of the EE, PWD, Tezu Division
Improvement of District Headquarters Township roads at Tezu under CMCSRDP-II
2025_PWDAP_2209_1
TDW/NIT-15/ CMCSRDP/2024-25/07
Open Tender
Civil Works – Roads
1095 days
Tezu
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
Executive Engineer, Tezu Division, PWD, AP.
₹27.8 L
EE, PWD, Tezu Division
25 Mar 2025
8 Mar 2025
22 Mar 2025
9 Mar 2025
22 Mar 2025
9 Mar 2025
20 Mar 2025
Amount
Embankment Construction with Material Obtained from Borrow Pits (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)
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc with earth or quarry spoils etc and rerolling the sub grade. 5.50 mtr width
3.75 mtr width
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Grading- I) 5.50 mtr width
3.75 mtr width
Water Bound Macadam (for 5.50m carriageway width) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.) 5.50 mtr width
3.75 mtr width
Water Bound Macadam (for 5.50m carriageway width) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Manual Means Using Screening Type-B (11.2mm Agg.) Grading- III (Using Screening Crushable type such as Moorum or Gravel) 5.50 mtr width
3.75 mtr width
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing and average output of 75 tonnes per hour using crust aggregates of specified grading, premixed with bituminous binder @4.0 to 4.5% by weight of total mix of mix and filler, trasporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respect).(Grading- I) 5.50 mtr width
3.75 mtr width
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) a) for Grading-I ( 13 mm nominal size ) 5.50 mtr width
3.75 mtr width
RCC slab culvert 1 mtr span
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (i). Ordinary soil
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 (A). PCC Grade M15 (p). Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (a). Height upto 5m
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
RCC slab culvert 2 mtr span
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 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.)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (A). PCC Grade M15 (p). Height upto 5m
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer (i). For solid slab super-structure, 20-30% of (a+b+c) (p). Height upto 5m
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 s
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material
CAPITAL ENTERPRISES (BID ID -6781)
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