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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹100.0 LAccepted-AOC | ₹100.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 CrRejected-AOC VILL GOYBARI P O P S DOTMA DIST KOKRAJHAR BTC ASSAM | DOTMA | KOKRAJHAR | ASSAM | ₹1.0 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Prandhan Brahma L2 | MILLENNIUM CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Road Works:
2.2 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 | 1.38 | hectare | 52,995.08 ₹72,921.23 | 52,000 ₹71,552 |
| 2.00 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause
1903 | 6,882 | Sqm | 83.28 ₹5.7 L | 96 ₹6.6 L |
| 3.00 | Scarifying the existing bituminious road surface to a depth of 150mm and disposal of scarified material with a lead up to 3m and lead up to 1000m as per technical specification Clause 301.4. | 8,602.5 | Sqm. | 7.34 ₹63,185.36 | 8.4 ₹72,261 |
| 4.00 | 4.7.II 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/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.
A. By Manual Means | 645.19 | cum | 4,906.8 ₹31.7 L | 4,200 ₹27.1 L |
| 5.00 | 4.7.III 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 | 645.19 | cum | 4,925.16 ₹31.8 L | 4,300 ₹27.7 L |
| 6.00 | 5.1 (iii) 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. | 8,603 | sqm | 62.6 ₹5.4 L | 96.1 ₹8.3 L |
| 7.00 | 5.2 (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. | 8,603 | sqm | 13.33 ₹1.1 L | 18 ₹1.5 L |
| 8.00 | 17.2 Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% 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.508. 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.)
A. With 60/70 or VG-30 grade bitumen
(ii) for Grading II (10 mm nominal size) | 215.06 | cum | 12,480.94 ₹26.8 L | 12,500 ₹26.9 L |
| 9.00 | 10.2.A.I 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
ii. 600mm equilateral triangle | 4 | each | 3,933.19 ₹15,732.76 | 3,933 ₹15,732 |
| 10.00 | iv. 800mm x 600mm rectangular | 2 | each | 7,537.1 ₹15,074.20 | 7,600 ₹15,200 |
Tender Value
₹100.0 L
EMD Value
₹2.0 L
Closing Date
6 Jan 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Improvement of Road from Umanagar to Dotma Bhowraguri PWD Road via Baigonbari road providing SDBC under CMs Goodwill Mission RIDF- XXXI for the year 2025-26. TN_67KOK_RIDF-XXXI-43
2025_BTC_49353_1
No.ACE-22/PWD/NIT/GW/25-26/19
Open Tender
Civil Works – Roads
180 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹2,000
₹2.0 L
Yes
27 Apr 2026
15 Dec 2025
7 Jan 2026
15 Dec 2025
6 Jan 2026
15 Dec 2025
15 Dec 2025 - 6 Jan 2026
Road Works: 2.2 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
Scarifying the existing bituminious road surface to a depth of 150mm and disposal of scarified material with a lead up to 3m and lead up to 1000m as per technical specification Clause 301.4.
4.7.II 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/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. A. By Manual Means
4.7.III 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
5.1 (iii) 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
5.2 (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.
17.2 Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% 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.508. 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.) A. With 60/70 or VG-30 grade bitumen (ii) for Grading II (10 mm nominal size)
10.2.A.I 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 ii. 600mm equilateral triangle
iv. 800mm x 600mm rectangular
10.10 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast)
(iii) 200 m stone (precast)
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