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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 LAccepted-AOC | ₹22.9 L | L1 | Accepted-AOC Lowest (L1) responsive bidder. |
| Sl No | Description | Qty | Unit | M/S J. G. Associatates L1 |
|---|---|---|---|---|
| 1.00 | Clearing and grubbing of road land including up rooting rank vegetation grass, bush, shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. (I) By manual Means. (a) In area of non thorny jungle | 0.13 | Hect. | 52,998.08 ₹7,144.14 Lowest |
| 2.00 | Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause. (a) Private Land | 414.32 | Cum | 258.1 ₹1,06,935.99 Lowest |
| 3.00 | Construction of sub-grade and earthen shoulders
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause. (a) Private Land | 770.75 | Cum | 339.68 ₹2,61,808.36 Lowest |
| 4.00 | (A) By mix in Place Method
Construction of granular sub-base by Providing well graded material, spreeding in uniform layers with by tractor with grading attachment 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 Material (Gr-II) | 152.81 | Cum | 2,526.31 ₹3,86,053.01 Lowest |
| 5.00 | 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 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. (3) Grading-III (A) By manual means | 76.41 | Cum | 4,216.02 ₹3,22,133.44 Lowest |
| 6.00 | Providing and laying interlocking concrete block pavement with M-40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints | 1,018.75 | Sqm | 1,161.08 ₹11,82,850.25 Lowest |
| 7.00 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. (ii) 60cm equilateral traingle | 2 | Each | 3,933.1 ₹7,866.2 Lowest |
| 8.00 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. (iii) 60cm circular | 2 | Each | 5,354.8 ₹10,709.6 Lowest |
| 9.00 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. (iv) 80cmm x 60 cm rectangular | 1 | Each | 6,499.01 ₹6,499.01 Lowest |
Tender Value
₹22.9 L
EMD Value
₹46,000
Closing Date
6 Dec 2025, 2:00 pmClosed
E.E. PWD B S P TRD
O/o the E.E. PWD B S P TRD
Construction of Road from Chandamari SC village Road under SOPD-G for the year 2025-26
2025_PWD_48702_1
BSPTRD/TECH/SOPDG/153/2023-24
Open Tender
Civil Works – Roads
Item Rate
270 days
Barpeta Road
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
₹46,000
Yes
O/o the E.E. PWD B S P TRD
24 Jul 2026
21 Nov 2025
8 Dec 2025
21 Nov 2025
6 Dec 2025
21 Nov 2025
21 Nov 2025 - 6 Dec 2025
22 Nov 2025
Clearing and grubbing of road land including up rooting rank vegetation grass, bush, shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. (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 materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause. (a) Private Land
Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause. (a) Private Land
(A) By mix in Place Method Construction of granular sub-base by Providing well graded material, spreeding in uniform layers with by tractor with grading attachment 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 Material (Gr-II)
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 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. (3) Grading-III (A) By manual means
Providing and laying interlocking concrete block pavement with M-40 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 retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. (ii) 60cm equilateral traingle
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. (iii) 60cm circular
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. (iv) 80cmm x 60 cm rectangular
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