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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC H NO 28 SONIRAM BORA PATH BYE LANE 1 BORA SERVICE GUWAHATI 781007 | KAMRUP METRO | ASSAM | 781007 | ₹1.3 Cr | L1 | Accepted-AOC Awarded as L1 bidder |
| 2 | L2₹1.3 CrRejected-AOC | ₹1.3 Cr | L2 | Rejected-AOC Work not awarded |
| Sl No | Description | Qty | Unit | Om construction L1 | Bhackta Mohan Hazarika L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201.
(I) By manuals means.
B. In the area of Non-thorny jungle. | 0.99 | Hect | 52,995.08 ₹52,465.13 | 52,994.02 ₹52,464.08 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 5,693.73 | Cum | 257.98 ₹14.7 L | 257.98 ₹14.7 L |
| 3.00 | Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders 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 ith a lead upto 1000 m as per Technical Specification Clause 303.1 .) i) From private land. | 1,356.3 | Cum | 339.69 ₹4.6 L | 339.69 ₹4.6 L |
| 4.00 | Granular Sub-base with coarse graded materials (Table : 400-1) : (A) By Mix in place Method:
Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (i) For Grading I Material | 932.99 | Cum | 1,892.49 ₹17.7 L | 1,892.49 ₹17.7 L |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means | 466.79 | Cum | 3,405.58 ₹15.9 L | 3,405.57 ₹15.9 L |
| 6.00 | Inter locking concrete Block pavement:
(A) Interlocking pavement block (i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints | 6,219.4 | Sqm | 1,161.08 ₹72.2 L | 1,161.08 ₹72.2 L |
| 7.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. i. 600mm equilateral triangle | 10 | Each | 3,933.19 ₹39,331.90 | 3,933.2 ₹39,332 |
| 8.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. ii. 600mm circular | 6 | Each | 5,345.8 ₹32,074.80 | 5,345.8 ₹32,074.80 |
| 9.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. iii.800mm x 600mm rectangular | 6 | Each | 7,537.1 ₹45,222.60 | 7,537.15 ₹45,222.90 |
| 10.00 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Kilometer Stone (Precast) | 3 | Each | 2,509.16 ₹7,527.48 | 2,509.16 ₹7,527.48 |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
25 Mar 2026, 2:00 pmClosed
SE, PWRD, Dhemaji RC
O/o the SE, PWRD, Dhemaji RC, Dhemaji
Construction of road from No. 1 Sonapur Mahadevpur LP to Sani Mandir (Ch. 0.00m to Ch. 1650.00m,L 1.650Km) under SOPD G (Ch.0.00m to Ch. 1100.00m) for the year 2025-26.
2026_PWD_51674_2
DMJ/DRC/SOPD-G/1/2025-26/ 1296-1304 Date 26/02/2026
Open Tender
Civil Works
240 days
Dhemaji
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,830
₹2.6 L
Yes
20 Jun 2026
5 Mar 2026
26 Mar 2026
5 Mar 2026
25 Mar 2026
9 Mar 2026
5 Mar 2026 - 25 Mar 2026
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. (I) By manuals means. B. In the area of Non-thorny jungle.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders 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 ith a lead upto 1000 m as per Technical Specification Clause 303.1 .) i) From private land.
Granular Sub-base with coarse graded materials (Table : 400-1) : (A) By Mix in place Method: Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (i) For Grading I Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
Inter locking concrete Block pavement: (A) Interlocking pavement block (i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. i. 600mm equilateral triangle
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. ii. 600mm circular
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. iii.800mm x 600mm rectangular
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Kilometer Stone (Precast)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. iii) 200 m stone (precast)
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering ,fixing the tree guatrd and maintaining the plants for three year.
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