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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23 LAccepted-AOC | ₹23 L | L1 | Accepted-AOC Work allotted on 22-09-2025 |
| 2 | L2₹23.4 L+₹40,000 (1.74%)Rejected-AOC BORBHETA CHAPORI P O LICHUBARI JORHAT 785008 | JORHAT | ASSAM | 785008 | ₹23.4 L+₹40,000 (1.74%) | L2 | Rejected-AOC Not allotted |
| 3 | L2₹23.4 L+₹40,000 (1.74%)Rejected-AOC | ₹23.4 L+₹40,000 (1.74%) | L2 | Rejected-AOC Not allotted |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bank Credit Certificate is not submitted in prescribed format |
| Sl No | Description | Qty | Unit | Arpon Jyoti Neog L2 | PRAKASH JYOTI GOGOI L1 | M/S AM CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (a) In area of non thorny jungle | 0.11 | Hect | 40,000 ₹4,320 Lowest | 40,000 ₹4,320 Lowest | 50,500 ₹5,454 |
| 2.00 | Construction of Embankment with Material Obtained from Borrow Pits
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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 360.63 | Cum | 180 ₹64,913.4 | 178 ₹64,192.14 Lowest | 245 ₹88,354.35 |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land | 194.4 | Cum | 200 ₹38,880 | 180 ₹34,992 Lowest | 323 ₹62,791.2 |
| 4.00 | Granular Sub-base with Well Graded Material (A) By Mix in Place Method
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 153.13 | Cum | 2,600 ₹3,98,138 | 2,500 ₹3,82,825 Lowest | 2,695 ₹4,12,685.35 |
| 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 | 91.88 | Cum | 4,200 ₹3,85,896 | 4,000 ₹3,67,520 Lowest | 4,345 ₹3,99,218.6 |
| 6.00 | Inter locking concrete Block pavement
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 | 1,225 | Sqm | 1,162 ₹14,23,450 | 1,160 ₹14,21,000 | 1,100 ₹13,47,500 Lowest |
| 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
600mm equilateral triangle | 3 | Each | 4,000 ₹12,000 | 4,200 ₹12,600 | 3,750 ₹11,250 Lowest |
| 7.10 | 600mm circular | 1 | Each | 4,402.6 ₹4,402.6 Lowest | 4,550.86 ₹4,550.86 | 5,100 ₹5,100 |
| 7.20 | 800mm x 600mm rectangular | 1 | Each | 8,000 ₹8,000 | 8,000 ₹8,000 | 7,646.5 ₹7,646.5 Lowest |
Tender Value
₹26 L
EMD Value
₹52,000
Closing Date
19 Aug 2025, 2:00 pmClosed
Executive Engineer, PWRD, Jorhat and TitaborTRD
Office of the Executive Engineer, PWRD, Jorhat and Titabor Territorial Road Division, Jorhat_1
Const of Bhagyalakhi Road under Border Development Activities SOPD_G for the year 2024_25 under Jorhat and Titabor TRD
2025_PWD_46212_1
NIT/JTTRD/2024-25/001/988
Open Tender
Civil Works – Roads
Item Wise
180 days
Titabor
Please Refer Tender documents
6 documents required · 6 mandatory
₹800
₹52,000
Yes
3 Oct 2025
8 Aug 2025
20 Aug 2025
8 Aug 2025
19 Aug 2025
8 Aug 2025
Amount
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (a) In area of non thorny jungle
Construction of Embankment with Material Obtained from Borrow Pits 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 p g 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 subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land
Granular Sub-base with Well Graded Material (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II 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 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 600mm equilateral triangle
600mm circular
800mm x 600mm rectangular
Arpon Jyoti Neog (BID ID -277456)
M/S AM CONSTRUCTION (BID ID -277333)
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