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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 CrAccepted-AOC | ₹10.4 Cr | L1 | Accepted-AOC Adjudged as L1 |
| 2 | L2₹10.5 CrRejected-AOC | ₹10.5 Cr | L2 | Rejected-AOC Adjudged as L2 |
Tender Value
Refer Docs
EMD Value
₹20.9 L
Closing Date
20 Dec 2023, 12:00 pmClosed
Executive Engineer
O/o EXECUTIVE ENGIN EER,DIRANG DIVISION, PWD, AP,DIRANG
Construction of Road from Mohan Camp to Dudri via DirmeR West Kameng District under RIDF-XXVIII (SH- Road Portion) (Package -A).
2023_PWDAP_1491_1
DD/RIDF-XXvilI/2a23-241o1, DATED 04/L22023.
Open Tender
Civil Works
730 days
Dirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,000
EE, PWD, Dirang Division,PWD,AP,Dirang.
₹20.9 L
Yes
Dirang
29 Mar 2025
6 Dec 2023
21 Dec 2023
6 Dec 2023
20 Dec 2023
6 Dec 2023
14 Dec 2023
Amount
SH:- Foramation Cutting- 7.00 Km
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side.
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side.
Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of
SH:- Granular Sub-base
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (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) (ii) for grading- I Material
SH:- W.B.M. - II
Water Bound Macadam (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.) A-By Manual Means, (ii) Grading- II (Using Screening Crushable type such as Moorum or Gravel) a) a) Using Scrining Crushable type such as Moorum or Gravel
SH:- W.B.M. - III
Water Bound Macadam (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.) A- By Manual Means, (iii) Grading- III (Using Screening Crushable type such as Moorum or Gravel), a) Using Screening Crushable type such as Moorum or Gravel
SH:- Dense Graded Bituminous Macadam
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.) (ii) for GradingII(19 mm nominal size)
SH:- Bituminous Concrete
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) (i) for Grading-I ( 13 mm nominal size )
SH:- Earthen shoulders
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)
SH:- C.C. Drain
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.)
SH: Culvert- 1.50 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 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.)
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, Using Concrete Mixer, 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. b) Sandy material
SH:- R/Wall - 3.00 mtr. Height :- 155.00 Length, R/Wall - 4.00 mtr. Height :- 60.00 , Breast wall of 3.80 mtr height :- 135.00 m Length
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 3m depth
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15( Upto 5 m height)
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
Tenzing Construction
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