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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAccepted-AOC 3B BADRINATH APARTMENT BASISTHAPUR BYELANE 4 BELTOLA SURVEY PO BELTOLA PS HATIGAON KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹7.9 Cr | L1 | Accepted-AOC work allotted |
| 2 | L1₹7.9 CrRejected-AOC MATIPUNG ROAD CITY TOWN DIPHU P O P S DIPHU DIST KARBI ANGLONG | KARBI ANGLONG | ASSAM | 782436 | ₹7.9 Cr | L1 | Rejected-AOC work alloted to M/S One Star Engineering |
| Sl No | Description | Qty | Unit | Smti Monumaya Devi L1 | M/S One Star 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 | 2.75 | Hect. | 45,000 ₹1,23,750 | 50,000 ₹1,37,500 |
| 2.00 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of Cement Concrete Pavements by Mechanical Means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stockpilling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and unserviceable material separately | 240 | Cum | 1,000 ₹2,40,000 | 950 ₹2,28,000 |
| 3.00 | Removing all types of Hume pipes and stacking within a lead of 1000 including Earthwork and Dismantling of masonary work as per Technical Specification Clause 202 (c) Above 900 mm dia Hume pipe | 7.5 | M | 600 ₹4,500 | 1,000 ₹7,500 |
| 4.00 | ii) Excavation for roadway in soil by mechanical means including cutting and pushing the earth ti site of embankment upto a distance of 100 m, including timing bottom and side slopes in accordance with requirements of lines, grades and cross-sections. Statement-1 | 2,440 | Cum | 130 ₹3,17,200 | 120 ₹2,92,800 |
| 5.00 | Construction 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 Qntityy. From Statement-2 | 30,449.5 | Cum | 255 ₹77,64,622.5 | 260 ₹79,16,870 |
| 6.00 | 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 1000m as per Technical Specification clause 303.1. Privete land Qnty. from Statement-2 | 22,855 | Cum | 340 ₹77,70,700 | 350 ₹79,99,250 |
| 7.00 | 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 ompacting with smooth wheel roller to achieve the desired density, complete as per technical specification cause 401.. (ii) For Grading II material | 2,442.83 | Cum | 2,850 ₹69,62,065.5 | 2,500 ₹61,07,075 |
| 8.00 | 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, appying and brooming, stone screening 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 Rate as Annexure-1 | 1,082.81 | Cum | 4,500 ₹48,72,645 | 4,500 ₹48,72,645 |
| 9.00 | 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, appying and brooming, stone screening 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 Rate as Annexure-1 | 1,515.94 | Cum | 4,500 ₹68,21,730 | 4,500 ₹68,21,730 |
| 10.00 | Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 including carriage.a0 including Edge block/Edge restraints | 20,212.5 | Sqm. | 1,200 ₹2,42,55,000 | 1,226 ₹2,47,80,525 |
Tender Value
₹7.9 Cr
EMD Value
₹15.8 L
Closing Date
30 Jan 2026, 3:00 pmClosed
Director cum ACEH Diphu
Director cum ACEH Diphu
Construction of ICBP road from Diphu Matipung via Mensing Ronghang to Hemari Bey under AAP(KAAC) for the year 2025-26
2026_KAAC_50437_1
No.ACEH/CS/AAP/75/2025-26/10,
Open Tender
Civil Works – Roads
Diphu
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
₹15.8 L
Yes
Director cum ACEH Diphu
30 Jun 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
22 Jan 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 | 2.75 | Hect. | - | - |
| 2 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of Cement Concrete Pavements by Mechanical Means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stockpilling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and unserviceable material separately | 240 | Cum | - | - |
| 3 | Removing all types of Hume pipes and stacking within a lead of 1000 including Earthwork and Dismantling of masonary work as per Technical Specification Clause 202 (c) Above 900 mm dia Hume pipe | 7.5 | M | - | - |
| 4 | ii) Excavation for roadway in soil by mechanical means including cutting and pushing the earth ti site of embankment upto a distance of 100 m, including timing bottom and side slopes in accordance with requirements of lines, grades and cross-sections. Statement-1 | 2,440 | Cum | - | - |
| 5 | Construction 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 Qntityy. From Statement-2 | 30,449.5 | Cum | - | - |
| 6 | 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 1000m as per Technical Specification clause 303.1. Privete land Qnty. from Statement-2 | 22,855 | Cum | - | - |
| 7 | 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 ompacting with smooth wheel roller to achieve the desired density, complete as per technical specification cause 401.. (ii) For Grading II material | 2,442.83 | Cum | - | - |
| 8 | 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, appying and brooming, stone screening 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 Rate as Annexure-1 | 1,082.81 | Cum | - | - |
| 9 | 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, appying and brooming, stone screening 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 Rate as Annexure-1 | 1,515.94 | Cum | - | - |
| 10 | Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 including carriage.a0 including Edge block/Edge restraints | 20,212.5 | Sqm. | - | - |
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