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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC ASSAM AS | KOKRAJHAR | ASSAM | 783331 | ₹5.2 Cr | L1 | Accepted-AOC Low rate |
| 2 | L2₹5.2 Cr+₹56,171.13 (0.11%)Rejected-Finance KHELMATI CITY TOWN NORTH LAKHIMPUR P O KHELMATI P S NORTH LAKHIMPUR DISTRICT LAKHIMPUR PIN 787031 | LAKHIMPUR | ASSAM | 787031 | ₹5.2 Cr+₹56,171.13 (0.11%) | L2 | Rejected-Finance High rate |
| Sl No | Description | Qty | Unit | Dhruba Jyoti Saikia L1 | M/s A.G. Construction L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
By Mechnaical means
In area of non-thorny jungle | 0.55 | Ha | 55,000 ₹30,415 Lowest | 55,000 ₹30,415 Lowest |
| 2.00 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections. | 77.82 | Cum | 200 ₹15,564.6 Lowest | 200 ₹15,564.6 Lowest |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with all lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead as per Technical Specification Clause 301.5
i. Private Land | 18,723.71 | Cum | 197 ₹36,88,571.07 Lowest | 200 ₹37,44,742.2 |
| 4.00 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
i. Private Land | 1,459.67 | Cum | 250 ₹3,64,918.75 Lowest | 250 ₹3,64,918.75 Lowest |
| 5.00 | Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading II Material | 587.22 | Cum | 3,500 ₹20,55,259.5 Lowest | 3,500 ₹20,55,259.5 Lowest |
| 6.00 | Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-II & Grading III as per Technical specification Clause 405
For Grading II Material | 204.77 | Cum | 4,500 ₹9,21,460.5 Lowest | 4,500 ₹9,21,460.5 Lowest |
| 7.00 | Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading III Material | 204.77 | Cum | 4,500 ₹9,21,460.5 Lowest | 4,500 ₹9,21,460.5 Lowest |
| 8.00 | 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. | 2,668.02 | Sqm | 1,200 ₹32,01,621.6 Lowest | 1,200 ₹32,01,621.6 Lowest |
| 9.00 | Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle | 4 | Each | 5,500 ₹22,000 Lowest | 5,500 ₹22,000 Lowest |
| 10.00 | Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801
b) 600mm Circular | 4 | Each | 5,500 ₹22,000 Lowest | 5,500 ₹22,000 Lowest |
Tender Value
₹5.0 Cr
EMD Value
₹9.9 L
Closing Date
6 Jan 2026, 2:00 pmClosed
CE (EAP) PWRD, Fatasil Ambari
O/o the CE (EAP) PWRD Fatasil Ambari
CE/EAP/ARRBP/OCB/Bridge1/Biswanath/15 Construction of Bridge in Biswanath district i) Br. No. 1/1 on Lohitmukh Lopeichuk connecting Road
2025_PWRDW_49401_8
RFB No. 716719/10
Open Tender
Civil Works - Bridges
Item Rate
900 days
Biswanath
Please refer Tender documents.
7 documents required · 7 mandatory
₹10,000
₹9.9 L
Yes
O/o the CE (EAP) PWRD
2 Jun 2026
17 Dec 2025
6 Jan 2026
17 Dec 2025
6 Jan 2026
17 Dec 2025
17 Dec 2025 - 23 Dec 2025
23 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
By Mechnaical means
In area of non-thorny jungle | 1 | Ha | 10 | ₹9.99 |
| 2 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections. | 0.2 | Cum | 100 | ₹19.9 |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead as per Technical Specification Clause 301.5
i. Private Land | 0.4 | Cum | 100 | ₹39.9 |
| 4 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
i. Private Land | 1 | Cum | 10 | ₹9.99 |
| 5 | Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading II Material | 0.8 | Cum | 10 | ₹7.99 |
| 6 | Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-II & Grading III as per Technical specification Clause 405
For Grading II Material | 0.6 | Cum | 10 | ₹6 |
| 7 | Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading III Material | 0.6 | Cum | 10 | ₹6 |
| 8 | 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. | 0.2 | Sqm | 10 | ₹2 |
| 9 | Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle | - | Each | 10 | - |
| 10 | Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801
b) 600mm Circular | - | Each | - | - |
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