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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.3 LAccepted-AOC | ₹68.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹69.2 L+₹87,000 (1.27%)Rejected-AOC | ₹69.2 L+₹87,000 (1.27%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SHERUKHAN L2 | MD NASIR KHAN L1 |
|---|---|---|---|---|---|
| 1.00Road Works | |||||
| 1.01 | 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 | 0.24 | Hect. | 60,001.17 ₹14,340.28 | 52,995.08 ₹12,665.82 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 | 118.8 | Cum | 1,181.08 ₹1,40,312.3 Lowest | 1,181.08 ₹1,40,312.3 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 | 83.16 | Cum | 253.01 ₹21,040.31 Lowest | 253.01 ₹21,040.31 Lowest |
| 4.00 | 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 p g 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 | 1,618.2 | Cum | 258.21 ₹4,17,835.42 Lowest | 258.21 ₹4,17,835.42 Lowest |
| 5.00 | 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 | 1,798.39 | Cum | 339.68 ₹6,10,877.12 Lowest | 339.68 ₹6,10,877.12 Lowest |
| 6.00 | 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.
(ii) For Grading II Material | 338.36 | Cum | 2,840.82 ₹9,61,205.65 Lowest | 2,840.82 ₹9,61,205.65 Lowest |
| 7.00 | 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 propergrade and camber, applying and brooming, stone screening to fill-up theinterstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per Technical Specification Clause 405.
A By Manual Means | 169.18 | Cum | 4,583.37 ₹7,75,405.37 Lowest | 4,583.37 ₹7,75,405.37 Lowest |
| 8.00 | 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 | 460.41 | Sqm | 307.36 ₹1,41,511.62 Lowest | 307.36 ₹1,41,511.62 Lowest |
| 9.00 | 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.
a) Including Edge block/ Edge restraints | 1,795.29 | Sqm | 1,200 ₹21,54,348 | 1,161.08 ₹20,84,475.31 Lowest |
Tender Value
₹68.3 L
EMD Value
₹1.4 L
Closing Date
29 Jun 2026, 12:00 pmClosed
SE,KRC
O/o Superintending Engineer PWD (Roads), Kamrup Road Circle, Fancy Bazar,Guwahati-01
Improvement of Madhupur Rudreswar Bye Lane No 1, Bye Lane No 2, Byelane No 3 including its Sub Byelane and Bye Lane No 4 including its Sub Bye Lane at North Guwahati under SOPD(G) for the year 2025-26.
2026_PWD_52631_2
No.GRC/NIT/510./2021 -22/Pt.I/903-09 Dtd.03.06.2026
Open Tender
Civil Works – Roads
Item Rate
180 days
Madhupur Rudreswar, North Ghy
Please refer tender
4 documents required · 4 mandatory
₹2,049
₹1.4 L
Yes
SE,Kamrup Road Circle
3 Aug 2026
8 Jun 2026
29 Jun 2026
8 Jun 2026
29 Jun 2026
8 Jun 2026
8 Jun 2026 - 29 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Works | |||||
| 1.01 | 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 | - | 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 | 118.8 | Cum | 1,181.08 | ₹1,40,312.3 |
| 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 | 83.16 | Cum | 253.01 | ₹21,040.31 |
| 4 | 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 p g 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 | 1,618.2 | Cum | 258.21 | ₹4,17,835.42 |
| 5 | 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 | 1,798.39 | Cum | 339.68 | ₹6,10,877.12 |
| 6 | 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.
(ii) For Grading II Material | - | Cum | 2,840.82 | - |
| 7 | 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 propergrade and camber, applying and brooming, stone screening to fill-up theinterstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per Technical Specification Clause 405.
A By Manual Means | 0.2 | Cum | 4,583.37 | ₹912.09 |
| 8 | 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 | 460.41 | Sqm | 307.36 | ₹1,41,511.62 |
| 9 | 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.
a) Including Edge block/ Edge restraints | 1,795.29 | Sqm | 1,161.08 | ₹20,84,475.31 |
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