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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92 LAccepted-AOC | ₹92 L | L1 | Accepted-AOC L1 |
| 2 | L2₹92.0 L+₹1,000 (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 | ₹92.0 L+₹1,000 (0.01%) | L2 | Rejected-AOC L2 |
| 3 | L3₹92.0 L+₹1,500 (0.02%)Rejected-AOC ASSAM AS | LAKHIMPUR | ASSAM | 784160 | ₹92.0 L+₹1,500 (0.02%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SRI PRANAB BARMAN L3 | NELSON BASUMATARY L2 | SUNNY BASUMATARY L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 0.6 | Hect | 46,000 ₹27,600 Lowest | 46,000 ₹27,600 Lowest | 46,000 ₹27,600 Lowest |
| 2.00 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.
II By Mechanical Means
(a) Bituminous Courses | 281.25 | Cum | 230 ₹64,687.5 Lowest | 230 ₹64,687.5 Lowest | 230 ₹64,687.5 Lowest |
| 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.
Private Land | 954 | Cum | 300 ₹2,86,200 Lowest | 300 ₹2,86,200 Lowest | 300 ₹2,86,200 Lowest |
| 4.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 948.73 | Cum | 3,500 ₹33,20,542.97 Lowest | 3,500 ₹33,20,542.97 Lowest | 3,500 ₹33,20,542.97 Lowest |
| 5.00 | Prime Coat (ii) Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 11,587.5 | Cum | 43.3 ₹5,01,738.75 Lowest | 43.3 ₹5,01,738.75 Lowest | 43.3 ₹5,01,738.75 Lowest |
| 6.00 | Tack Coat (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 11,587.5 | Cum | 11.8 ₹1,36,732.5 Lowest | 11.8 ₹1,36,732.5 Lowest | 11.8 ₹1,36,732.5 Lowest |
| 7.00 | Bituminous Concrete:Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
I. With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)
A. With 60/70 or VG-30 grade bitumen
i. for Grading I (19 mm nominal size) | 347.62 | Cum | 10,908.41 ₹37,92,036.03 Lowest | 10,908.41 ₹37,92,036.03 Lowest | 10,908.41 ₹37,92,036.03 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. 600mm equilateral triangle | 24 | Each | 3,480 ₹83,520 Lowest | 3,480 ₹83,520 Lowest | 3,480 ₹83,520 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. 600mm circular | 24 | Each | 4,730 ₹1,13,520 Lowest | 4,730 ₹1,13,520 Lowest | 4,730 ₹1,13,520 Lowest |
| 10.00 | 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. 800mm x 600mm rectangular | 6 | Each | 6,670 ₹40,020 Lowest | 6,670 ₹40,020 Lowest | 6,670 ₹40,020 Lowest |
Tender Value
₹92.0 L
EMD Value
₹1.8 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.
Repairing of Road from Alisinga Chowk to Balisiha Jungle under SOPD-BTC for the year 2025-26.
2026_BTC_51034_1
ACE-25/PWD/IFB/BTC/2025-26/70
Open Tender
Civil Works
Item Rate
270 days
Udalguri
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,900
₹1.8 L
Yes
O/o the Addl. Chief Engineer cum Director, PWD BTC
27 Apr 2026
10 Feb 2026
2 Mar 2026
10 Feb 2026
2 Mar 2026
10 Feb 2026
10 Feb 2026 - 2 Mar 2026
18 Feb 2026
| 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 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. | 0.6 | Hect | - | - |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.
II By Mechanical Means
(a) Bituminous Courses | 281.25 | Cum | - | - |
| 3 | 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.
Private Land | 954 | Cum | - | - |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | - | Cum | - | - |
| 5 | Prime Coat (ii) Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | - | Cum | - | - |
| 6 | Tack Coat (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 11,587.5 | Cum | - | - |
| 7 | Bituminous Concrete:Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
I. With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)
A. With 60/70 or VG-30 grade bitumen
i. for Grading I (19 mm nominal size) | - | Cum | - | - |
| 8 | 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. 600mm equilateral triangle | - | Each | - | - |
| 9 | 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. 600mm circular | - | Each | - | - |
| 10 | 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. 800mm x 600mm rectangular | 6 | Each | - | - |
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