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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC H NO 6 GANESH MANDIR PATH RUPNAGAR GUWAHATI DIST KAMRUP METRO ASSAM | GUWAHATI | KAMRUP METRO | ASSAM | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 CrRejected-AOC VILL THAISOGURI P O GONGIA P S KACHUGAON DIST KOKRAJHAR BTC ASSAM | KOKRAJHAR | KOKRAJHAR | ASSAM | ₹1.5 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 CrRejected-AOC VILL SOUTH SONAPUR P O PATGAON P S SERFANGURI DIST KOKRAJHAR BTC ASSAM PIN 783346 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783346 | ₹1.5 Cr | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | MAHADEV BRAHMA L2 | BISTI MUSHAHARY L3 | M/S Jack & Jill Construction L1 |
|---|---|---|---|---|---|---|
| 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 250 mm in thickness as per Technical Specification Clause 201.
(i) By Manual Means
(a) In area of non thorny jungle | 0.94 | Hect. | 52,994.74 ₹49,974.04 | 52,994.74 ₹49,974.04 | 52,994.74 ₹49,974.04 |
| 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 | 4,283.34 | Cum | 259 ₹11.1 L | 258.2 ₹11.1 L | 258.21 ₹11.1 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 | 3,587.78 | Cum | 340 ₹12.2 L | 339.68 ₹12.2 L | 339.68 ₹12.2 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 | 804.34 | Cum | 2,636.2 ₹21.2 L | 2,636.2 ₹21.2 L | 2,636.2 ₹21.2 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 | 481.92 | Cum | 4,985.79 ₹24.0 L | 4,985.79 ₹24.0 L | 4,985.79 ₹24.0 L |
| 6.00 | 6.7 (A) (i) (a) Providing and laying interlocking concrete block pavement with M40 having thickness 80mm as per technical specification clause 1504 complete including carriage. (includive Edge restrains and carriage) | 6,945.75 | Sqm | 1,161.08 ₹80.6 L | 1,200 ₹83.3 L | 1,161.08 ₹80.6 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
(iv) 800mm x 600mm rectangular | 1 | each | 7,537.76 ₹7,537.76 | 7,537.1 ₹7,537.10 | 7,536.9 ₹7,536.90 |
| 8.00 | Hump Type Speed Breaker (3 Nos)
17.13 Plain/ Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
Without plasticiser
B. Well steining (vi) PCC M30 Grade
Case I using concrete mixer | 3.21 | Cum | 7,774.01 ₹24,931.25 | 7,771.01 ₹24,921.63 | 7,773.01 ₹24,928.04 |
| 9.00 | 16.43 Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification body adhering to the specification and guidelines of MoSRT7H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. | 18 | each | 280.02 ₹5,040.36 | 287.02 ₹5,166.36 | 282.02 ₹5,076.36 |
Updated dates
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
9 Jan 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of SDBC road from Kutabagra to Modati via Devitala with RCC Bridge and Culvert under Devitala Dev. Block under CMs Goodwill Mission Project under SOPD for the year 2025-26. TN_66KOK_SOPD-14
2025_BTC_49259_1
No.ACE-22/PWD/NIT/GW/25-26/17
Open Tender
Civil Works – Roads
180 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹3,000
₹3.0 L
Yes
18 May 2026
15 Dec 2025
9 Jan 2026
15 Dec 2025
9 Jan 2026
15 Dec 2025
15 Dec 2025 - 5 Jan 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 250 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 having thickness 80mm as per technical specification clause 1504 complete including carriage. (includive Edge restrains and carriage)
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 (iv) 800mm x 600mm rectangular
Hump Type Speed Breaker (3 Nos) 17.13 Plain/ Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser B. Well steining (vi) PCC M30 Grade Case I using concrete mixer
16.43 Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification body adhering to the specification and guidelines of MoSRT7H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
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