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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 CrAccepted-Finance | ₹7.7 Cr | L1 | Accepted-Finance Financially responsive |
| 2 | L2₹7.8 CrAccepted-Finance | ₹7.8 Cr | L2 | Accepted-Finance Financially responsive |
| Sl No | Description | Qty | Unit | M/S KAMENG TRADERS | M/S PLB ENTERPRISES |
|---|---|---|---|---|---|
| 1.00SH:- W.B.M. - III :- 10.800 Km | |||||
| 2.00 | 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) (b) Using Screening Type-B (11.2mm Agg.) | 3,341.25 | cum | 1,28,37,082.5 ₹1.3 Cr | 1,29,80,756.25 ₹1.3 Cr |
| 3.00SH :- Dense Graded Bituminous Macadam(3.75 M Width) :- 10.800 Km | |||||
| 4.00 | 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) | 2,025 | cum | 2,90,99,250 ₹2.9 Cr | 2,94,27,300 ₹2.9 Cr |
| 5.00SH :- Bituminous Concrete(3.75M Width) :- 10.800 Km | |||||
| 6.00 | 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 ) | 1,215 | Cu.m. | 1,97,61,975 ₹2.0 Cr | 1,99,84,320 ₹2.0 Cr |
| 7.00SH:- RRM R/Wall (3 m. ht.) :- 40.00 Mtr Length | |||||
| 8.00 | 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 | 88.54 | Cu.m. | 21,603.76 ₹21,603.76 | 21,869.38 ₹21,869.38 |
| 9.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15( Upto 5 m height) | 10.5 | cum | 1,22,062.5 ₹1.2 L | 1,23,721.5 ₹1.2 L |
| 10.00 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry | 134.03 | Cu.m. | 9,50,406.73 ₹9.5 L | 9,61,129.13 ₹9.6 L |
Tender Value
Refer Docs
EMD Value
₹7.9 L
Closing Date
16 Mar 2026, 10:00 amClosed
EE Dirang Division, PWD
Office of the Executive Engineer, Dirang Division, PWD, Ap Dirang
Improvement of Dirang-Sangti Road under West Kameng, District
2026_PWDAP_3044_1
DD/W-60/BE/RE/2025-26/11
Open Tender
Civil Works
Dirang to Sangti road
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
EE PWD Dirang Division
₹7.9 L
Yes
16 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
SH:- W.B.M. - III :- 10.800 Km
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) (b) Using Screening Type-B (11.2mm Agg.)
SH :- Dense Graded Bituminous Macadam(3.75 M Width) :- 10.800 Km
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(3.75M Width) :- 10.800 Km
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:- RRM R/Wall (3 m. ht.) :- 40.00 Mtr 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
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15( Upto 5 m height)
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry
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 :- RRM B/Wall (3.8 m. ht.) :- 60.00 Mtr 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
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15( Upto 5 m height)
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry
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 :- V Type CC Drain:- 6.880 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.) I-Ordinary soil, A- Manual means, (i) 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 mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
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