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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.4 LAccepted-AOC | ₹48.4 L | L1 | Accepted-AOC final work order awarded |
| 2 | L1₹48.4 LRejected-Finance | ₹48.4 L | L1 | Rejected-Finance REJECTED IN TLC |
| 3 | L1₹48.4 LRejected-Finance | ₹48.4 L | L1 | Rejected-Finance REJECTED IN TLC |
| 4 | L1₹48.4 LRejected-Finance | ₹48.4 L | L1 | Rejected-Finance REJECTED IN TLC |
| 5 | L1₹48.4 LRejected-Finance | ₹48.4 L | L1 | Rejected-Finance REJECTED IN TLC |
| Sl No | Description | Qty | Unit | HITESH DUTTA L1 | Sri Subhasish Das L1 | Bezbaruah Enterprise L1 | hema chetia L1 | GAUTAM BORUAH L1 | Mr. Mrigen Mohan L1 | BIJIT BARUAH L1 | AMRIT CHANGMAI L1 | KAUSHIK GOGOI L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Ordinary Soil. Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 922.26 | cum | 61 ₹56,257.86 | 61.02 ₹56,276.31 | 61.02 ₹56,276.31 | 61.02 ₹56,276.31 | 70 ₹64,558.20 | 60 ₹55,335.60 | 60 ₹55,335.60 | 54 ₹49,802.04 | 61.02 ₹56,276.31 |
| 2.00 | 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 | 364.05 | cum | 2,133 ₹7.8 L | 2,132.52 ₹7.8 L | 2,132.52 ₹7.8 L | 2,132.52 ₹7.8 L | 2,090 ₹7.6 L | 2,100 ₹7.6 L | 2,100 ₹7.6 L | 2,050 ₹7.5 L | 2,132.52 ₹7.8 L |
| 3.00 | WBM Grading 2 Using stone screening Type- B 11.2 mm for Gr. II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requires density grading 2 as per Technical Specification Clause 405. | 182.03 | cum | 3,610 ₹6.6 L | 3,611.9 ₹6.6 L | 3,611.9 ₹6.6 L | 3,611.89 ₹6.6 L | 3,720 ₹6.8 L | 3,750 ₹6.8 L | 3,750 ₹6.8 L | 3,750 ₹6.8 L | 3,611.9 ₹6.6 L |
| 4.00 | WBM Grading 3. Using stone screening Type- B 11.2 mm for Gr. III. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requires density grading 3 as per Technical Specification Clause 405. (A) By Manual Means. | 182.03 | cum | 3,641.55 ₹6.6 L | 3,641.64 ₹6.6 L | 3,641.64 ₹6.6 L | 3,641.64 ₹6.6 L | 3,800 ₹6.9 L | 3,800 ₹6.9 L | 3,800 ₹6.9 L | 3,800 ₹6.9 L | 3,641.64 ₹6.6 L |
| 5.00 | (A) Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.Plain Block | 2,427 | sqm | 1,045 ₹25.4 L | 1,044.97 ₹25.4 L | 1,044.97 ₹25.4 L | 1,044.97 ₹25.4 L | 1,028 ₹24.9 L | 1,029 ₹25.0 L | 1,029 ₹25.0 L | 1,039 ₹25.2 L | 1,044.97 ₹25.4 L |
| 6.00 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications | 289.15 | sqm | 510 ₹1.5 L | 509.52 ₹1.5 L | 509.52 ₹1.5 L | 509.51 ₹1.5 L | 508 ₹1.5 L | 500 ₹1.4 L | 500 ₹1.4 L | 500 ₹1.4 L | 509.52 ₹1.5 L |
| 8.00 | Cost of Sign Board | 1 | nos | 2,930.54 ₹2,930.54 | 2,936.19 ₹2,936.19 | 2,936.19 ₹2,936.19 | 2,940.9 ₹2,940.90 | 3,255.7 ₹3,255.70 | 3,263.1 ₹3,263.10 | 3,263.1 ₹3,263.10 | 2,729.16 ₹2,729.16 | 2,936.19 ₹2,936.19 |
Tender Value
₹53.8 L
EMD Value
₹1.1 L
Closing Date
3 Dec 2025, 2:00 pmClosed
OFFICE OF THE SIBSAGAR MUNICIPAL BOARD
OFFICE OF THE SIBSAGAR MUNICIPAL BOARD
Improvement of Mahatma Gandhi Road by widening with concrete pavers block on both side from junction of K P Chaliha Road up to 809 M at Ward No X of Sivasagar Municipal Board under NCAP 2023-2024
2025_UDD_48544_1
smb/584/2025/6689-94
Open Tender
Civil Works
SIVASAGAR
AS PER SBD AND NIT
3 documents required · 3 mandatory
₹2,000
Yes
₹1.1 L
6 May 2026
12 Nov 2025
3 Dec 2025
12 Nov 2025
3 Dec 2025
12 Nov 2025
12 Nov 2025 - 14 Nov 2025
Excavation in Ordinary Soil. Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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
WBM Grading 2 Using stone screening Type- B 11.2 mm for Gr. II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requires density grading 2 as per Technical Specification Clause 405.
WBM Grading 3. Using stone screening Type- B 11.2 mm for Gr. III. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requires density grading 3 as per Technical Specification Clause 405. (A) By Manual Means.
(A) Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.Plain Block
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Cost of Sign Board
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