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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.6 LAccepted-AOC | ₹45.6 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹45.6 L+₹160 (<0.01%)Rejected-AOC M D PATH NORTH HAIBORGAON P O HAIBORGAON DIST NAGAON ASSAM | ₹45.6 L+₹160 (<0.01%) | L2 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | Sri Dhrubajyoti Kakati | Sri Dhiraj Bania |
|---|---|---|---|---|---|
| 1.00 | Road Works. 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. By Manual Means In area of non thorny jungle | 0.04 | Hect | 2,360 ₹2,360 | 2,200 ₹2,200 Lowest |
| 2.00 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 48 | Cum | 38,400 ₹38,400 Lowest | 38,400 ₹38,400 Lowest |
| 3.00 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 33.6 | Cum | 6,720 ₹6,720 Lowest | 6,720 ₹6,720 Lowest |
| 4.00 | 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. Private Land | 1,803.49 | Cum | 3,60,698.6 ₹3,60,698.6 Lowest | 3,60,698.6 ₹3,60,698.6 Lowest |
| 5.00 | 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 roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material | 92.7 | Cum | 3,24,450 ₹3,24,450 Lowest | 3,24,450 ₹3,24,450 Lowest |
| 6.00 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means | 46.35 | Cum | 2,54,925 ₹2,54,925 Lowest | 2,54,925 ₹2,54,925 Lowest |
| 7.00 | Relaying existing good condition interlocking block pavement from stack in side of the road excluding edge block/edge restraints. Considering 30% old ICBP will used | 185.4 | Sqm | 55,620 ₹55,620 Lowest | 55,620 ₹55,620 Lowest |
| 8.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints | 432.6 | Sqm | 5,19,120 ₹5,19,120 Lowest | 5,19,120 ₹5,19,120 Lowest |
| 9.00 | RCC COVERED DRAIN Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including settingout, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable
material. Ordinary soil Upto 3 m depth | 450 | Cum | 49,500 ₹49,500 Lowest | 49,500 ₹49,500 Lowest |
| 10.00 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 450 | Cum | 67,500 ₹67,500 Lowest | 67,500 ₹67,500 Lowest |
Tender Value
₹45.6 L
EMD Value
₹91,240
Closing Date
30 May 2026, 2:00 pmClosed
EE PWRD Jalukbari TRD Fancy Bazar Ghy 01
EE PWRD Jalukbari TRD Fancy Bazar Ghy 01
Improvement of Akshya Patra Foundation Road including construction Brick Masonry Covered Drain under SOPDG for the year 2025 26
2026_PWD_52452_1
CS/JTRD/SOPD-G/1/2026-27
Open Tender
Civil Works – Roads
Item Rate
90 days
North Guwahati
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
₹91,240
Yes
17 Jun 2026
21 May 2026
30 May 2026
21 May 2026
30 May 2026
25 May 2026
22 May 2026 - 22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Road Works. 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. By Manual Means In area of non thorny jungle | - | Hect | 52,995.08 | - |
| 2 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | Cum | 1,181.08 | - |
| 3 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | - | Cum | 253.01 | - |
| 4 | 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. Private Land | 0.2 | Cum | 339.68 | ₹67.6 |
| 5 | 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. For Grading II Material | 92.7 | Cum | 2,840.82 | ₹2,63,344.01 |
| 6 | 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. By Manual Means | - | Cum | 4,583.36 | - |
| 7 | Relaying existing good condition interlocking block pavement from stack in side of the road excluding edge block/edge restraints. Considering 30% old ICBP will used | 185.4 | Sqm | 307.36 | ₹56,984.54 |
| 8 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints | 432.6 | Sqm | 1,161.08 | ₹5,02,283.21 |
| 9 | RCC COVERED DRAIN Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including settingout, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable
material. Ordinary soil Upto 3 m depth | - | Cum | 127.69 | - |
| 10 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | - | Cum | 185.66 | - |
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