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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC BBDC ROAD SARDOKA ENGTI P O SILONIJAN P S BARPATHAR DIST KARBI ANGLONG | ₹2.0 Cr | L1 | Accepted-AOC L1 Lowest bidder |
| 2 | L2₹2.0 Cr+₹2.2 L (1.08%)Rejected-AOC | ₹2.0 Cr+₹2.2 L (1.08%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MANEEM TERONPI L2 | Highland Engineering L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass bushes, shurbs, saplings and trees girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking 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. (ii) By Mechanical Means (A) In area of non-thorny jungle | 0.21 | Hect. | 60,000 ₹12,600 | 45,000 ₹9,450 Lowest |
| 2.00 | Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 M,, transporting to siet, 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 | 3,403.75 | Cum | 300 ₹10,21,125 Lowest | 300 ₹10,21,125 Lowest |
| 3.00 | Construction of Subgrade and Earthen shoulder with approved materials 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 up to 1000 m as per Technical Specification Clause 303.1. (i) Private Land | 287 | Cum | 400 ₹1,14,800 | 350 ₹1,00,450 Lowest |
| 4.00 | 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 80-100 KN static roller to achieve the desired dencity, Complete as per Tecnical Specification Clause 401.2 (A) (I) For grading II material | 202.78 | Cum | 3,200 ₹6,48,896 Lowest | 3,500 ₹7,09,730 |
| 5.00 | 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 and binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required dencity grading 3 as per Technical Specification Clause 405 (A) By Manual Means | 101.39 | Cum | 4,100 ₹4,15,699 Lowest | 4,500 ₹4,56,255 |
| 6.00 | Providing and laying interlocking concrete block pavment (M40) having thickness 80 mm as per Technical specification clause 1504 complete including carriage a) Including Edge block/Edge restrains | 1,351.88 | Sqm. | 1,400 ₹18,92,632 | 1,150 ₹15,54,662 Lowest |
| 7.00 | Cross Drainage structure (1200 mm dia) H.P. Triple Row | 1 | Nos | 7,00,000 ₹7,00,000 Lowest | 20,00,000 ₹20,00,000 |
| 8.00 | Surface drains in soil:- Construction of unlined surface drain of average cross-sectional area 0.40 sqm in soil to specified lines,grade, level and dimentions. Excavation material to be used in embankment with a lift upto 3m and lead of 50 m (avarage lead 25 m) as per technical specification clause 307. (A) Menual Means | 350 | Rm | 70 ₹24,500 Lowest | 7,200 ₹25,20,000 |
| 9.00 | Protection Work :- Providing and laying on slopes laid over prepared filter media as per drawing and technical specifications clause 1302 | 150 | Cum | 3,100 ₹4,65,000 Lowest | 6,000 ₹9,00,000 |
| 10.00 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towerds the soil and bigger size towards the wall…………………….. | 50 | Cum | 3,400 ₹1,70,000 Lowest | 6,000 ₹3,00,000 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
21 Feb 2026, 3:00 pmClosed
Director cum ACEH Diphu
Director cum ACEH Diphu
Construction of Kaliyoni Buddhist Monastery road including retaining wall and Protection Work under AAP (KAAC) under Barpathar Road Division
2026_KAAC_50677_1
No.ACEH/CS/AAP/82/2025-26/
Open Tender
Civil Works – Roads
Item Rate
Barpathar
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,500
₹4.0 L
Yes
Director cum ACEH Diphu
28 Jul 2026
31 Jan 2026
23 Feb 2026
31 Jan 2026
21 Feb 2026
31 Jan 2026
3 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass bushes, shurbs, saplings and trees girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking 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. (ii) By Mechanical Means (A) In area of non-thorny jungle | 0.21 | Hect. | - | - |
| 2 | Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 M,, transporting to siet, 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 | 3,403.75 | Cum | - | - |
| 3 | Construction of Subgrade and Earthen shoulder with approved materials 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 up to 1000 m as per Technical Specification Clause 303.1. (i) Private Land | 287 | Cum | - | - |
| 4 | 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 80-100 KN static roller to achieve the desired dencity, Complete as per Tecnical Specification Clause 401.2 (A) (I) For grading II material | 202.78 | Cum | - | - |
| 5 | 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 and binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required dencity grading 3 as per Technical Specification Clause 405 (A) By Manual Means | 101.39 | Cum | - | - |
| 6 | Providing and laying interlocking concrete block pavment (M40) having thickness 80 mm as per Technical specification clause 1504 complete including carriage a) Including Edge block/Edge restrains | 1,351.88 | Sqm. | - | - |
| 7 | Cross Drainage structure (1200 mm dia) H.P. Triple Row | 1 | Nos | - | - |
| 8 | Surface drains in soil:- Construction of unlined surface drain of average cross-sectional area 0.40 sqm in soil to specified lines,grade, level and dimentions. Excavation material to be used in embankment with a lift upto 3m and lead of 50 m (avarage lead 25 m) as per technical specification clause 307. (A) Menual Means | 350 | Rm | - | - |
| 9 | Protection Work :- Providing and laying on slopes laid over prepared filter media as per drawing and technical specifications clause 1302 | 150 | Cum | - | - |
| 10 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towerds the soil and bigger size towards the wall…………………….. | 50 | Cum | - | - |
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