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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.0 LAccepted-AOC | ₹51.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹51.0 L+₹100 (<0.01%)Rejected-AOC C O AMWN BASUMATARY SONTOSHI NAGAR P O P S UDALGURI DIST UDALGURI BTC ASSAM PIN 7844509 | UDALGURI | UDALGURI | ASSAM | 7844509 | ₹51.0 L+₹100 (<0.01%) | L2 | Rejected-AOC L2 |
| 3 | L3₹51.0 L+₹150 (<0.01%)Rejected-AOC ASSAM AS | LAKHIMPUR | ASSAM | 784160 | ₹51.0 L+₹150 (<0.01%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SRI PRANAB BARMAN L3 | NELSON BASUMATARY L2 | SUNNY BASUMATARY L1 |
|---|---|---|---|---|---|---|
| 1.00 | 2.2 (i) (A) 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.
(1) By manual Means- (a) In area of non thorny jungle. | 0.07 | Hect. | 46,000 ₹3,450 Lowest | 46,000 ₹3,450 Lowest | 46,000 ₹3,450 Lowest |
| 2.00 | 2.6 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. (b) Cement mortar | 69.3 | Cum | 241 ₹16,701.3 Lowest | 241 ₹16,701.3 Lowest | 241 ₹16,701.3 Lowest |
| 3.00 | 2.13 Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(b) Above 600 mm to 900 mm dia Hume pipe. | 7.5 | Mtr. | 230 ₹1,725 Lowest | 230 ₹1,725 Lowest | 230 ₹1,725 Lowest |
| 4.00 | 3.4 (i) 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. | 975.63 | Cum | 200 ₹1,95,126 Lowest | 200 ₹1,95,126 Lowest | 200 ₹1,95,126 Lowest |
| 5.00 | 3.14 (i) 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, At Subgrade, At top and shoulder portion. | 1,018.29 | Cum | 280 ₹2,85,121.2 Lowest | 280 ₹2,85,121.2 Lowest | 280 ₹2,85,121.2 Lowest |
| 6.00 | 4.1 (A) By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare 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) | 232.97 | Cum | 2,200 ₹5,12,534 Lowest | 2,200 ₹5,12,534 Lowest | 2,200 ₹5,12,534 Lowest |
| 7.00 | 4.7 Water Bound Macadam- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification clause 405 using stone screening: Grading-III (A) By manual means (For Road) | 139.78 | Cum | 3,200 ₹4,47,299.2 Lowest | 3,200 ₹4,47,299.2 Lowest | 3,200 ₹4,47,299.2 Lowest |
| 8.00 | 6.7(A) (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. | 1,863.75 | Sqm | 1,132.59 ₹21,10,864.61 Lowest | 1,132.59 ₹21,10,864.61 Lowest | 1,132.59 ₹21,10,864.61 Lowest |
| 9.00 | 10.2.A Retro-reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign 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) 60 cm equilateral triangle. | 6 | Each | 3,500 ₹21,000 Lowest | 3,500 ₹21,000 Lowest | 3,500 ₹21,000 Lowest |
| 10.00 | (iii) 60 cm circular. | 6 | Each | 5,000 ₹30,000 Lowest | 5,000 ₹30,000 Lowest | 5,000 ₹30,000 Lowest |
Tender Value
₹51.0 L
EMD Value
₹1.0 L
Closing Date
2 Mar 2026, 2:00 pmClosed
The Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar.
Construction of CC Block road from Harisinga RJ Mela Field to Member Basti via Weekly Market road under SOPD (BTC) for the year 2025-26.
2026_BTC_51034_9
ACE-25/PWD/IFB/BTC/2025-26/70
Open Tender
Civil Works
Item Rate
180 days
Udalguri
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,100
₹1.0 L
Yes
O/o the Addl. Chief Engineer cum Director, PWD BTC
2 Apr 2026
11 Feb 2026
2 Mar 2026
11 Feb 2026
2 Mar 2026
11 Feb 2026
11 Feb 2026 - 2 Mar 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 2.2 (i) (A) 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.
(1) By manual Means- (a) In area of non thorny jungle. | 0.08 | Hect. | - | - |
| 2 | 2.6 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. (b) Cement mortar | 69.3 | Cum | - | - |
| 3 | 2.13 Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(b) Above 600 mm to 900 mm dia Hume pipe. | 7.5 | Mtr. | - | - |
| 4 | 3.4 (i) 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. | 975.63 | Cum | - | - |
| 5 | 3.14 (i) 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, At Subgrade, At top and shoulder portion. | 1,018.29 | Cum | - | - |
| 6 | 4.1 (A) By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare 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) | 232.97 | Cum | - | - |
| 7 | 4.7 Water Bound Macadam- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification clause 405 using stone screening: Grading-III (A) By manual means (For Road) | 139.78 | Cum | - | - |
| 8 | 6.7(A) (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. | 1,863.75 | Sqm | - | - |
| 9 | 10.2.A Retro-reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign 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) 60 cm equilateral triangle. | 6 | Each | - | - |
| 10 | (iii) 60 cm circular. | 6 | Each | - | - |
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