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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-Finance | ₹2.4 Cr | L1 | Accepted-Finance Financially responsive |
| 2 | L2₹2.4 CrAccepted-Finance | ₹2.4 Cr | L2 | Accepted-Finance Financially responsive |
| Sl No | Description | Qty | Unit | M/S TSEWANG ENTERPRISES | M/S DOLKO ENTERPRISES |
|---|---|---|---|---|---|
| 1.00SH:- Formation cutting (5.95 m width) :- 2.500 Km | |||||
| 2.00 | 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. | 20,995 | Cu.m. | 27,08,355 ₹27.1 L | 27,29,350 ₹27.3 L |
| 3.00 | 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. | 12,597 | Cu.m. | 25,82,385 ₹25.8 L | 25,44,594 ₹25.4 L |
| 4.00 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of | 8,398 | Cu.m. | 26,45,370 ₹26.5 L | 26,11,778 ₹26.1 L |
| 5.00SH :- Preparation of Sub-grade :- 2.500 Km | |||||
| 6.00 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) | 10,125 | Cu.m. | 13,66,875 ₹13.7 L | 13,36,500 ₹13.4 L |
| 7.00Sh :- Granular Sub-base :- 2.500 Km | |||||
| 8.00 | 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 | 1,518.75 | Cu.m. | 40,83,918.75 ₹40.8 L | 40,93,031.25 ₹40.9 L |
| 9.00SH:- Slab Culvert (1.50 mtr. span) :- 4 Nos | |||||
| 10.00 | 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.) Ordinary soil, Manual Means, upto 3 m depth | 184.8 | Cum. | 46,200 ₹46,200 | 45,276 ₹45,276 |
Tender Value
Refer Docs
EMD Value
₹2.5 L
Closing Date
17 Mar 2026, 10:00 amClosed
EE Dirang Division, PWD
Office of the Executive Engineer, Dirang Division, PWD, AP
C/o Road from Khowsing Village to Barcha at Namshu Village under Thembang Circle.
2026_PWDAP_3048_1
DD/W-60/SIDF/2025-26/14
Open Tender
Civil Works
Namshu, Dirang
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
EE PWD Dirang Division
₹2.5 L
Yes
17 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
SH:- Formation cutting (5.95 m width) :- 2.500 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 :- Preparation of Sub-grade :- 2.500 Km
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
Sh :- Granular Sub-base :- 2.500 Km
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:- Slab Culvert (1.50 mtr. span) :- 4 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
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. a) Granular material
SH :- R/Wall (3 m. ht.) :- 89.00 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 :- R/Wall (4 m. ht.) :- 57.00 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: Breast wall of 3.80 mtr height :- 80.00 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
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