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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC VILL TILAPARA P O RANGALIKHATA P S DIST KOKRAJHAR BTC ASSAM | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 CrRejected-AOC NAMALPUR CITY TOWN CHIRANG P O P S CHIRANG DISTRICT CHIRANG PIN 783373 | CHIRANG | ASSAM | 783373 | ₹1.3 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹1.3 CrRejected-AOC ASSAM AS | KAMRUP | ASSAM | 781030 | ₹1.3 Cr | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SWRANG NARZARY L1 | Jamidar Narzary L3 | TAMESWAR BASUMATARY L2 |
|---|---|---|---|---|---|---|
| 1.00 | Road Works:
2.2 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 | 0.85 | Hect. | 55,000 ₹46,860 | 48,600 ₹41,407.20 | 52,502 ₹44,731.70 |
| 2.00 | 3.4 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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 3,800.28 | Cum | 300 ₹11.4 L | 240 ₹9.1 L | 310 ₹11.8 L |
| 3.00 | 3.14 Construction of Subgrade and Earthen Shoulders
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 | 3,079.76 | Cum | 340 ₹10.5 L | 280 ₹8.6 L | 330 ₹10.2 L |
| 4.00 | 4.1 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.
(A) By Mix in Place Method
(ii) For Grading II Material | 798.75 | Cum | 2,200 ₹17.6 L | 2,600 ₹20.8 L | 2,000 ₹16.0 L |
| 5.00 | 4.7 Water Bound Macadam Sub-base/base
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
W.B.M.- III | 399.38 | Cum | 4,000 ₹16.0 L | 4,500 ₹18.0 L | 4,126 ₹16.5 L |
| 6.00 | 6.7 (A) (i) (a) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete block having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a) Including Edge Block/ Edge restraints | 5,325 | Sqm | 1,290.5 ₹68.7 L | 1,350 ₹71.9 L | 1,310 ₹69.8 L |
| 7.00 | 10.2 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) 600m equilateral tringle | 2 | each | 2,500 ₹5,000 | 3,000 ₹6,000 | 2,500 ₹5,000 |
| 8.00 | (iv) 800mm x 600mm rectangular | 2 | each | 2,499.9 ₹4,999.80 | 3,000 ₹6,000 | 2,500 ₹5,000 |
| 9.00 | 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
(i) Ordinary Kilometer Stone (Precast) | 3 | each | 3,500 ₹10,500 | 3,000 ₹9,000 | 3,499.98 ₹10,499.94 |
| 10.00 | (ii) 200m Stone (Precast) | 7 | each | 2,500 ₹17,500 | 2,500 ₹17,500 | 2,755.88 ₹19,291.16 |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
2 Feb 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of Kachugaon to Thakampur Road (Ch 0.00m to Ch 1420.00m) by providing ICBP under CMs Goodwill Mission Project under SOPD-G for the year 2025-26. TN_66KOK_SOPD-05R
2026_BTC_50253_1
No.ACE-22/ NIT/Goodwill/2025-26/30
Open Tender
Civil Works – Roads
180 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹2,500
₹2.5 L
Yes
30 May 2026
16 Jan 2026
3 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
16 Jan 2026 - 2 Feb 2026
Road Works: 2.2 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
3.4 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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
3.14 Construction of Subgrade and Earthen Shoulders 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
4.1 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. (A) By Mix in Place Method (ii) For Grading II Material
4.7 Water Bound Macadam Sub-base/base 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 W.B.M.- III
6.7 (A) (i) (a) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete block having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge Block/ Edge restraints
10.2 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) 600m equilateral tringle
(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 (i) Ordinary Kilometer Stone (Precast)
(ii) 200m Stone (Precast)
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